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Home My WebLink AboutREPORTS FOR CLOSE OUT OF 121 COMMERCE CENTER1 David Riddle From:Smith, Lloyd <Lloyd.Smith@newmill.com> Sent:Friday, October 18, 2024 11:57 AM To:David Riddle Cc:Higginbotham, Barry; Burton, Alex; Watson, David Subject:RE: Joist seat issue 7124-0100 David, the reaction point of the joist is at the vertical peg. If the rqd end anchorage welds can be achieved in that area of the seat, the gap is acceptable. Otherwise, a shim plate can be used if necessary. Hope, AR • newmill.com LLOYD SMITH, P.E. Design Engineer Direct: 870.722.4273 From: Watson, David <David.Watson@newmill.com> Sent: Friday, October 18, 2024 11:32 AM To: Smith, Lloyd <Lloyd.Smith@newmill.com> Cc: Higginbotham, Barry <Barry.Higginbotham@newmill.com>; Burton, Alex <alex.burton@newmill.com> Subject: FW: Joist seat issue 7124-0100 Lloyd, See below. Hope, AR • newmill.com DAVID WATSON Customer Service Representative Direct: 870.722.4105 From: Reeves, Chris <chris.reeves@newmill.com> Sent: Friday, October 18, 2024 11:17 AM To: Watson, David <David.Watson@newmill.com> Cc: driddle@wrightengineers.com; Ray McGrew <rmcgrew@mwbuilders.com> Subject: Fwd: Joist seat issue 2 Watson see below and attached. Chris Reeves 972-921-0237 Hope, AR • newmill.com CHRIS REEVES District Sales Manager Serving: North Texas Direct: 972.921.0237 Begin forwarded message: From: David Riddle <driddle@wrightengineers.com> Date: October 18, 2024 at 12:10:29 PM EDT To: "Reeves, Chris" <chris.reeves@newmill.com> Subject: Joist seat issue Chris, We have an issue on one of your projects with joist seats not bearing flat on the bearing angle. This issue is occurring at all of the joists along the dock side and it appears the joist is only barely touching at the end. Your Job number is 7124-0100. See pictures below. Have you seen this before? And if so, is the fix to just put a shim plate underneath? 3 4 David Riddle P.E., S.E. Director at Wright Engineers 8505 Freeport Parkway Suite 525, Irving, TX 75063 972.426.8600, x6012 driddle@wrightengineers.com Structural engineers licensed in all 50 states 1 Sam Dobbins From:Sam Dobbins Sent:Thursday, February 20, 2025 11:20 AM To:Christopher Lalic Cc:Austin Shepherd; Jeremy Huffman; Jonathan Proffitt; Lance Flores; Ray McGrew Subject:FW: [EXTERNAL] RE: 121 Commerce Center - Threaded Rod Chris, Please see below in response to the 1” vs ¾” threaded rod condition noted in your report. In addition, the anchor bolt washers have been replaced with the correct sizes. This should clear up all open items needed for our final inspection. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. From: David Riddle <driddle@wrightengineers.com> Sent: Thursday, February 20, 2025 11:13 AM To: Sam Dobbins <sdobbins@cerris.com> Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; Jonathan Proffitt jproffitt@cerris.com>; Lance Flores <lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com> Subject: [EXTERNAL] RE: 121 Commerce Center - Threaded Rod Sam, The connection is acceptable David Riddle P.E., S.E. Director at Wright Engineers 8505 Freeport Parkway Suite 525, Irving, TX 75063 972.426.8600, x6012 driddle@wrightengineers.com Structural engineers licensed in all 50 states From: Sam Dobbins <sdobbins@cerris.com> Sent: Thursday, February 20, 2025 8:09 AM To: David Riddle <driddle@wrightengineers.com> Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; Jonathan Proffitt 2 jproffitt@cerris.com>; Lance Flores <lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com> Subject: FW: 121 Commerce Center - Threaded Rod David, I wanted to bring this back to the top of your inbox now that you are back from PTO. We replaced the elecone washers, so this is the final item that we need to get cleared up for our final inspection. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. From: Sam Dobbins Sent: Thursday, February 13, 2025 4:18 PM To: driddle@wrightengineers.com Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; 'Jonathan Proffitt' jproffitt@mwbuilders.com>; Lance Flores <lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com> Subject: 121 Commerce Center - Threaded Rod David, During the structural steel inspection, it was noted that a ¾” threaded rod was used instead of a 1” as noted in detail 206 on attached sheet S5.01. Due to the placement of the joist seat, the erector used a ¾” threaded rod to avoid blowing out the edge of the panel. Please advise if this is acceptable or if this will need to be replaced with a 1” threaded rod. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. 1 Sam Dobbins From:Sam Dobbins Sent:Monday, February 3, 2025 3:11 PM To:Christopher Lalic Cc:Austin Shepherd; Jeremy Huffman; Jonathan Proffitt; Lance Flores; Ray McGrew Subject:FW: [EXTERNAL] RE: 121 Commerce Center - Structural Steel Inspection Follow Up Chris, Please see below from the structural engineer approving the edge angle to be installed without the slotted holes. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. From: David Riddle <driddle@wrightengineers.com> Sent: Monday, February 3, 2025 3:09 PM To: Sam Dobbins <sdobbins@cerris.com> Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; Lance Flores lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com>; Jonathan Proffitt <jproffitt@cerris.com> Subject: [EXTERNAL] RE: 121 Commerce Center - Structural Steel Inspection Follow Up Sam, Item #1 is acceptable without the slots. David Riddle P.E., S.E. Director at Wright Engineers 8505 Freeport Parkway Suite 525, Irving, TX 75063 972.426.8600, x6012 driddle@wrightengineers.com Structural engineers licensed in all 50 states From: David Riddle Sent: Thursday, January 30, 2025 10:10 AM To: Sam Dobbins <sdobbins@cerris.com> Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; Lance Flores 2 lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com>; Jonathan Proffitt <jproffitt@cerris.com> Subject: RE: 121 Commerce Center - Structural Steel Inspection Follow Up Sam, I am still working on item 1 the expansion joint slotted holes. Item 2 welded connection is acceptable in lieu of bolted. From: Sam Dobbins <sdobbins@cerris.com> Sent: Wednesday, January 29, 2025 3:53 PM To: David Riddle <driddle@wrightengineers.com> Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; Lance Flores lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com>; Jonathan Proffitt <jproffitt@cerris.com> Subject: Re: 121 Commerce Center - Structural Steel Inspection Follow Up David, Have you had a chance to review these items? We would like to get the loop closed on so that we can finalize our inspection. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. From: Sam Dobbins Sent: Monday, January 27, 2025 9:42:13 AM To: driddle@wrightengineers.com <driddle@wrightengineers.com> Cc: Austin Shepherd <AShepherd@cerris.com>; Jeremy Huffman <jhuffman@cerris.com>; Jonathan Proffitt jproffitt@mwbuilders.com>; Lance Flores <lflores@cerris.com>; Ray McGrew <rmcgrew@cerris.com> Subject: 121 Commerce Center - Structural Steel Inspection Follow Up David, Following up on our phone call, the inspector brought up two items during his last inspection that we need approval on for him to sign off. The deck edge angle at the expansion joints on the West side was presumably installed without slotted holes. During a previous inspection, a different inspector had signed off on all the overhead steel but did not document the inspection in a report. During the following inspection, a separate inspector noted the issue with the slotted holes after the roofing was complete. The condition was able to be fixed on the East side, but the edge angle is inaccessible without tearing 3 out roofing on the West side. Please advise if the current condition of the edge angle on the West side is acceptable or if roofing will need to be pulled back to fix this item. On sheet S5.02/234 the angle connecting the column to the panel embed shows to be bolted to the column. The hole location in the column provided by the manufacturer was incorrect. To remedy this, the erector welded the angle to the column in lieu of bolting. Please advise if this is acceptable. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. 1 Sam Dobbins From:Sam Dobbins Sent:Friday, October 18, 2024 2:53 PM To:Christopher Lalic Cc:bryanthernandez536@yahoo.com; Bryan Collins; Ronald Yeoman; Ronnie Yeoman/Alpha Testing, LLC; Austin Shepherd; Jeremy Huffman; Jonathan Proffitt; Lance Flores; Ray McGrew Subject:121 Commerce Center Attachments:RFI #33 - Response.pdf; Joist Drawings.pdf Chris, Please see the attached RFI response for the gap in the joist to joist seat connection on the dock side of the building. Per the engineer and joist manufacturers response as long as they are able to get the required 2.5” of weld the gap is not an issue. Thanks, SAM DOBBINS Senior Project Engineer CERRIS BUILDERS 5633 W Spring Creek Parkway, Suite 200 Plano, TX 75024 O: 469.808.7512 C: 940.531.8286 CERRISBUILDERS.COM Formerly MW Builders. To learn more, visit here. Backscatter FG FGBackscatter3 Date of Asphalt Placement: Asphalt Temperature (°F): Ambient Temperature (°F): 93 94 FG Wet Density pcf) 94 Station 14+75 Test Location Station 15+00 New York, NY 10019 Station 10+50 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Asphalt Nuclear Density Test Report 153.9 Probe Depth in.) or Backscatter 1 Off Genesis Way and Enchanted Way Work Order Number: Pavecon Pavecon Type B Max PCF: Contractor: Supplier: Service Date: 92 97 Client: 8/26/2024 Page Number:Grapevine, Texas GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor Project Number: 08/16/2024 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Clear 1443504 Guerrero, Victor 1 of Technician: F241078 General Information Mix Type: FG 1 Area:S.H Frontage Road- Drive 1; Decel/Turn Lane Station 10+25 General Location Field Test Data Test No. N/A 8/16/2024 Minimum Compaction (%):163.5 Lift 4 153.5 94 Station 14+50 Station 9+75 94Backscatter 153.8Backscatter Remarks: 121 Commerce Center Addition (Lot 1) Percent Compaction approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: TEX-207-F(08), TEX-227-F(08), D2950-11 Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Respectfully Submitted, 6 152.9 BackscatterFG 8 2 152.8Backscatter 153.3 5 Explorer2Model: Station 10+50 Standard Count:Manufacturer: BackscatterFGStation10+00 BackscatterFGStation9+00 FGStation14+00 BackscatterFG 153.1 Station 13+75 94 Station 14+25 BackscatterFG FG FG Backscatter 9 Station 13+50 Station 13+25 S.H Frontage Road- Drive 2; Decel/Turn Lane FG 7 152.5 93 93152.7Backscatter 94 11 153.3 10 13 Backscatter BackscatterStation9+50 153.9BackscatterFG 153.3 94 94 12 94 153.5Station9+25 BackscatterFG FG 15 94152.917 Station 8+7516 153.2 94 152.7 93 153.0 Non-compliant results are indicated by an asterisk(*) if applicable.Gauge Information 4884SerialNo.:(M):Instrotek 658(D):2547 BackscatterFG 94 14 94 Inclement weather Weather: Scheduled Service: A UES engineering representative traveled to the above referenced project to observe ongoing work and perform field services as scheduled. Area of Work: of 1 Reason for Cancellation: Upon notification of the cancellation, the engineering representative returned to the Fort Worth Office. Time Notified: Grapevine, Texas Page Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Cancellation Report Off Genesis Way and Enchanted Way Overcast 7/31/2024 Client: Project: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, New York 10019 7/23/2024 121 Commerce Center Addition (Lot 1) Service Date: Report Date: 1427899WorkOrderNumber: Ronnie Yeoman Project Manager Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written 1 Project Number:F241078 8:30 AM Technician:Reyes, Ruben Drilled Piers Building Pad Remarks: UES / Riner Engineering Contractor was not ready Weather: Scheduled Service: A UES engineering representative traveled to the above referenced project to observe ongoing work and perform field services as scheduled. Area of Work: of 1 Clear 7/31/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Cancellation Report Grapevine, Texas Page Number: Ronnie Yeoman Project Manager Respectfully Submitted, 1 Reason for Cancellation: Upon notification of the cancellation, the engineering representative returned to the Fort Worth Office. Client: Project: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 07/23/2024 121 Commerce Center Addition (Lot 1) Service Date: Report Date: 1428537WorkOrderNumber: UES / Riner Engineering Remarks: Project Number:F241078 5:55 AM Technician:Nsikidi, Kiala Concrete Testing Slab-on-Grade Off Genesis Way and Enchanted Way Time Notified: Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:N/A 5.5 2.5 84 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:76870703 147.5 Batch Time:8:17:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:390' S AND 120' E FROM THE NE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:10/08/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 430 8/20/2024 7 3103012.562470LABC-1231 8.00 N/A 4.003 431 9/10/2024 28 5227012.564160LABC-1231 8.00 N/A 4.002 432 9/10/2024 28 5145012.564100LABC-1231 8.00 N/A 4.003 433 9/10/2024 28 5038012.564010LABC-1231 8.00 N/A 4.002 434 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4090 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589091 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:10:30 AM 5.5 2.5 88 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:91650693 147 Batch Time:9:39:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:360' N AND 100' E FROM THE SE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:10/08/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 435 8/20/2024 7 4378012.563490LABC-1231 8.00 N/A 4.003 436 9/10/2024 28 5189012.564130LABC-1231 8.00 N/A 4.002 437 9/10/2024 28 5085012.564050LABC-1231 8.00 N/A 4.002 438 9/10/2024 28 5259012.564190LABC-1231 8.00 N/A 4.002 439 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4120 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589092 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:5:10 AM 4 5 90 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:91650646 143.2 Batch Time:4:24:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:40' N AND 120' W OF THE NE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:09/10/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 415 8/20/2024 7 5408012.564310LABC-1231 8.00 N/A 4.002 416 9/10/2024 28 6696012.565330LABC-1231 8.00 N/A 4.002 417 9/10/2024 28 6838012.565440LABC-1231 8.00 N/A 4.002 418 9/10/2024 28 6949012.565530LABC-1231 8.00 N/A 4.002 419 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5430 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589088 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:6:30 AM 4 4.5 80 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:91650660 145 Batch Time:5:57:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:45' N AND 30' E FROM THE NE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:09/10/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 420 8/20/2024 7 4455012.563550LABC-1231 8.00 N/A 4.002 421 9/10/2024 28 5224012.564160LABC-1231 8.00 N/A 4.003 422 9/10/2024 28 5458012.564350LABC-1231 8.00 N/A 4.002 423 9/10/2024 28 5275012.564200LABC-1231 8.00 N/A 4.002 424 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4240 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589089 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:8:00 AM 5.5 4.5 82 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:76870687 146.5 Batch Time:7:18:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:90' S AND 120' E FROM THE NE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:09/10/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 425 8/20/2024 7 4331012.563450LABC-1231 8.00 N/A 4.001 426 9/10/2024 28 5471012.564360LABC-1231 8.00 N/A 4.002 427 9/10/2024 28 5081012.564050LABC-1231 8.00 N/A 4.002 428 9/10/2024 28 5164012.564110LABC-1231 8.00 N/A 4.002 429 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4170 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589090 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:N/A 5.5 2.5 84 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:76870703 147.5 Batch Time:8:17:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:390' S AND 120' E FROM THE NE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:09/10/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 430 8/20/2024 7 3103012.562470LABC-1231 8.00 N/A 4.003 431 9/10/2024 28 5227012.564160LABC-1231 8.00 N/A 4.002 432 9/10/2024 28 5145012.564100LABC-1231 8.00 N/A 4.003 433 9/10/2024 28 5038012.564010LABC-1231 8.00 N/A 4.002 434 10/8/2024 56 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4090 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589091 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH AND EAST OF BUILDING 1 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1440843-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/13/2024 Time Placed:10:30 AM 5.5 2.5 88 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:952 Delivery Ticket No.:91650693 147 Batch Time:9:39:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:360' N AND 100' E FROM THE SE BUILDING CORNER PM:RONNIE YEOMAN Date Issued:09/10/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 435 8/20/2024 7 4378012.563490LABC-1231 8.00 N/A 4.003 436 9/10/2024 28 5189012.564130LABC-1231 8.00 N/A 4.002 437 9/10/2024 28 5085012.564050LABC-1231 8.00 N/A 4.002 438 9/10/2024 28 5259012.564190LABC-1231 8.00 N/A 4.002 439 10/8/2024 56 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4120 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589092 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:5:50 AM 7.00 3.5 82 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650820 145 Batch Time:4:50:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:TOP LEFT QUAD. SOUTH ENTRANCE PM:RONNIE YEOMAN Date Issued:10/11/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:5409 475 8/23/2024 7 8229028.272910LABC-1231 12.00 N/A 6.002 476 9/13/2024 28 11526028.274080LABC-1231 12.00 N/A 6.002 477 9/13/2024 28 11700028.274140LABC-1231 12.00 N/A 6.002 478 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4110 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589964 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:7:40 AM 7.00 3.5 82 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650840 145 Batch Time:6:42:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:140'N OF S END APPROACH, 20'SW OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:10/11/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 483 8/23/2024 7 8011028.272830LABC-1231 12.00 N/A 6.002 484 9/13/2024 28 11409028.274040LABC-1231 12.00 N/A 6.003 485 9/13/2024 28 11502028.274070LABC-1231 12.00 N/A 6.002 486 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4060 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589966 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:9:00 AM 6.50 3.5 95 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650855 144 Batch Time:8:34:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:120'N, 70'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:10/11/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 487 8/23/2024 7 5995028.272120LABC-1231 12.00 N/A 6.002 488 9/13/2024 28 11495028.274070LABC-1231 12.00 N/A 6.003 489 9/13/2024 28 11505028.274070LABC-1231 12.00 N/A 6.002 490 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4070 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589967 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:10:00 AM 7.25 3.7 89 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650858 145 Batch Time:8:56:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:250'N, 50'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:10/11/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 491 8/23/2024 7 6038028.272140LABC-1231 12.00 N/A 6.002 492 9/13/2024 28 11633028.274110LABC-1231 12.00 N/A 6.002 493 9/13/2024 28 11529028.274080LABC-1231 12.00 N/A 6.003 494 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4100 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589968 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S6 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:11:20 AM 7.00 3.5 94 96 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650867 145 Batch Time:10:12:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:68'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:10/11/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 495 8/23/2024 7 5837028.272060LABC-1231 12.00 N/A 6.002 496 9/13/2024 28 11862028.274200LABC-1231 12.00 N/A 6.002 497 9/13/2024 28 11655028.274120LABC-1231 12.00 N/A 6.003 498 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4160 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589969 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:5:50 AM 7.00 3.5 82 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650820 145 Batch Time:4:50:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:TOP LEFT QUAD. SOUTH ENTRANCE PM:RONNIE YEOMAN Date Issued:09/17/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:5409 475 8/23/2024 7 8229028.272910LABC-1231 12.00 N/A 6.002 476 9/13/2024 28 11526028.274080LABC-1231 12.00 N/A 6.002 477 9/13/2024 28 11700028.274140LABC-1231 12.00 N/A 6.002 478 10/11/2024 56 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4110 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589964 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:6:45 AM 7.00 3.3 82 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650832 145 Batch Time:6:07:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:30'N OF S END APPROACH, 100'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:09/14/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 479 8/23/2024 7 8697028.273080LABC-1231 12.00 N/A 6.002 480 9/13/2024 28 12165028.274300LABC-1231 12.00 N/A 6.003 481 9/13/2024 28 12620028.274460LABC-1231 12.00 N/A 6.002 482 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4380 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589965 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:7:40 AM 7.00 3.5 82 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650840 145 Batch Time:6:42:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:140'N OF S END APPROACH, 20'SW OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:09/17/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 483 8/23/2024 7 8011028.272830LABC-1231 12.00 N/A 6.002 484 9/13/2024 28 11409028.274040LABC-1231 12.00 N/A 6.003 485 9/13/2024 28 11502028.274070LABC-1231 12.00 N/A 6.002 486 10/11/2024 56 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4060 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589966 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:9:00 AM 6.50 3.5 95 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650855 144 Batch Time:8:34:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:120'N, 70'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:09/17/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 487 8/23/2024 7 5995028.272120LABC-1231 12.00 N/A 6.002 488 9/13/2024 28 11495028.274070LABC-1231 12.00 N/A 6.003 489 9/13/2024 28 11505028.274070LABC-1231 12.00 N/A 6.002 490 10/11/2024 56 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4070 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589967 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:10:00 AM 7.25 3.7 89 95 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650858 145 Batch Time:8:56:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:250'N, 50'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:09/17/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 491 8/23/2024 7 6038028.272140LABC-1231 12.00 N/A 6.002 492 9/13/2024 28 11633028.274110LABC-1231 12.00 N/A 6.002 493 9/13/2024 28 11529028.274080LABC-1231 12.00 N/A 6.003 494 10/11/2024 56 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4100 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589968 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PARKING LOT, E SIDE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1442397-S6 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/16/2024 Time Placed:11:20 AM 7.00 3.5 94 96 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91650867 145 Batch Time:10:12:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:68'W OF ENCHANTMENT PM:RONNIE YEOMAN Date Issued:09/14/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 495 8/23/2024 7 5837028.272060LABC-1231 12.00 N/A 6.002 496 9/13/2024 28 11862028.274200LABC-1231 12.00 N/A 6.002 497 9/13/2024 28 11655028.274120LABC-1231 12.00 N/A 6.003 498 10/11/2024 56 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4160 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589969 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 6 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:6:00 AM 5.00 4.0 83 91 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650896 147.6 Batch Time:5:17:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:150'N 20'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:10/15/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 509 8/27/2024 7 3174012.562530LABC-1231 8.00 N/A 4.005 510 9/17/2024 28 5257012.564190LABC-1231 8.00 N/A 4.002 511 9/17/2024 28 5393012.564290LABC-1231 8.00 N/A 4.002 512 9/17/2024 28 5297012.564220LABC-1231 8.00 N/A 4.002 513 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4230 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590410 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:8:03 AM 4.50 4.0 88 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650912 147.4 Batch Time:7:15:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:30'N 10'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:10/15/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 519 8/27/2024 7 3213012.562560LABC-1231 8.00 N/A 4.003 520 9/17/2024 28 5302012.564220LABC-1231 8.00 N/A 4.003 521 9/17/2024 28 5238012.564170LABC-1231 8.00 N/A 4.003 522 9/17/2024 28 5155012.564100LABC-1231 8.00 N/A 4.003 523 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4160 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590412 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:8:43 AM 5.00 4.3 87 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650918 147.1 Batch Time:7:53:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:APPROACH 20'S OF NE CORNER PM:RONNIE YEOMAN Date Issued:10/15/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 524 8/27/2024 7 3103012.562470LABC-1231 8.00 N/A 4.003 525 9/17/2024 28 5080012.564040LABC-1231 8.00 N/A 4.002 526 9/17/2024 28 5107012.564070LABC-1231 8.00 N/A 4.002 527 9/17/2024 28 5269012.564200LABC-1231 8.00 N/A 4.003 528 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4100 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590413 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:5:04 AM 1.50 3.5 94 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650894 147.2 Batch Time:4:34:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:200'N 50'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:09/19/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 504 8/27/2024 7 3341012.562660LABC-1231 8.00 N/A 4.003 505 9/17/2024 28 7523012.565990LABC-1231 8.00 N/A 4.002 506 9/17/2024 28 7058012.565620LABC-1231 8.00 N/A 4.002 507 9/17/2024 28 7144012.565690LABC-1231 8.00 N/A 4.003 508 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5770 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590409 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:5:04 AM 1.50 3.5 94 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650894 147.2 Batch Time:4:34:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:200'N 50'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:09/09/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 504 8/27/2024 7 3341012.562660LABC-1231 8.00 N/A 4.003 505 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 506 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 507 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 508 10/15/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590409 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:6:00 AM 5.00 4.0 83 91 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650896 147.6 Batch Time:5:17:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:150'N 20'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:09/09/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 509 8/27/2024 7 3174012.562530LABC-1231 8.00 N/A 4.005 510 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 511 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 512 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 513 10/15/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590410 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:7:00 AM 4.00 4.1 85 92 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:76870755 147.4 Batch Time:6:17:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:75'N 35'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:08/27/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 514 8/27/2024 7 4643012.563700LABC-1231 8.00 N/A 4.002 515 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 516 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 517 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 518 10/15/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590411 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:8:03 AM 4.50 4.0 88 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650912 147.4 Batch Time:7:15:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:30'N 10'W OF SE CORNER PM:RONNIE YEOMAN Date Issued:08/27/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 519 8/27/2024 7 3213012.562560LABC-1231 8.00 N/A 4.003 520 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 521 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 522 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 523 10/15/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590412 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:8:43 AM 5.00 4.3 87 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650918 147.1 Batch Time:7:53:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:APPROACH 20'S OF NE CORNER PM:RONNIE YEOMAN Date Issued:08/27/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 524 8/27/2024 7 3103012.562470LABC-1231 8.00 N/A 4.003 525 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 526 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 527 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 528 10/15/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590413 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1444436-S6 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/20/2024 Time Placed:11:00 AM 5.50 4.5 99 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91650927 147.4 Batch Time:10:12:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:APPROACH 20'N OF THE SE CORNER PM:RONNIE YEOMAN Date Issued:08/27/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 529 8/27/2024 7 3754012.562990LABC-1231 8.00 N/A 4.003 530 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 531 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 532 9/17/2024 28 012.560LABC-1231 8.00 N/A 4.00 533 10/15/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590414 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 6 of 6 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:8:30 AM 5 4 84 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490544 141.2 Batch Time:7:18:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:140'N 30'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:09/23/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 599 9/2/2024 7 3840012.563060LABC-1231 8.00 N/A 4.002 600 9/23/2024 28 4879012.563880LABC-1231 8.00 N/A 4.003 601 9/23/2024 28 4919012.563920LABC-1231 8.00 N/A 4.003 602 9/23/2024 28 4968012.563960LABC-1231 8.00 N/A 4.003 603 10/21/2024 56 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is NOT compliant with project specifications CC: 3920 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591462 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:7:20 AM 6 5.5 84 92 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490535 140.4 Batch Time:6:32:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:100'N 25'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:10/21/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 594 9/2/2024 7 3900012.563110LABC-1231 8.00 N/A 4.002 595 9/23/2024 28 4994012.563980LABC-1231 8.00 N/A 4.003 596 9/23/2024 28 5113012.564070LABC-1231 8.00 N/A 4.002 597 9/23/2024 28 5082012.564050LABC-1231 8.00 N/A 4.003 598 10/21/2024 56 5418012.564310LABC-1231 8.00 N/A 4.002 Average 28-day Compressive Strength is compliant with project specifications CC: 4030 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591461 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:8:30 AM 5 4 84 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490544 141.2 Batch Time:7:18:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:140'N 30'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:10/21/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 599 9/2/2024 7 3840012.563060LABC-1231 8.00 N/A 4.002 600 9/23/2024 28 4879012.563880LABC-1231 8.00 N/A 4.003 601 9/23/2024 28 4919012.563920LABC-1231 8.00 N/A 4.003 602 9/23/2024 28 4968012.563960LABC-1231 8.00 N/A 4.003 603 10/21/2024 56 5072012.564040LABC-1231 8.00 N/A 4.002 Average 28-day Compressive Strength is NOT compliant with project specifications CC: 3920 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591462 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:5:15 AM 4 3 84 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490515 145.6 Batch Time:4:27:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:10'N 10'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:09/03/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 584 9/2/2024 7 4775012.563800LABC-1231 8.00 N/A 4.002 585 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 586 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 587 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 588 10/21/2024 56 012.560LABC-1231 8.00 N/A 4.00 Notes:Notified Foreman Victor with Pavecon of temp being over 90, notified Victor of Slump being over 5 (Victor advised he would except up to a 6 slump).Super Attendant was not on job site. Holcim acceptable temp is 100. CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591459 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 4 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:6:10 AM 6 5.5 84 94 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490522 140.4 Batch Time:4:57:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:5'N 20'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:09/04/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 589 9/2/2024 7 3950012.563140LABC-1231 8.00 N/A 4.002 590 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 591 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 592 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 593 10/21/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591460 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 4 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:7:20 AM 6 5.5 84 92 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490535 140.4 Batch Time:6:32:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:100'N 25'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:09/03/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 594 9/2/2024 7 3900012.563110LABC-1231 8.00 N/A 4.002 595 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 596 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 597 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 598 10/21/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591461 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 4 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: NORTH EAST SECTION OF PARKING LOT, POUR 4 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1447501-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:8/26/2024 Time Placed:8:30 AM 5 4 84 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:91490544 141.2 Batch Time:7:18:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:140'N 30'E OF SW CORNER OF POUR 4 PM:RONNIE YEOMAN Date Issued:09/03/2024 Specified Strength:4000 Results Specification 3-5 3-6 N/A 35-90 N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 599 9/2/2024 7 3840012.563060LABC-1231 8.00 N/A 4.002 600 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 601 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 602 9/23/2024 28 012.560LABC-1231 8.00 N/A 4.00 603 10/21/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591462 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 4 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: TURNING LANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1454602-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/6/2024 Time Placed:5:05 AM 5.00 3.5 70 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Bruner, Yusuf Plant Number:955e Delivery Ticket No.:91491063 144 Batch Time:4:14:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:9913HA-3 Break Type: Sample Location:15'N 28'NW OF NWC HAMPTON INN 1750 ST HWY 121 PM:RONNIE YEOMAN Date Issued:09/14/2024 Specified Strength:3000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 659 9/13/2024 7 4757012.563790LABC-1231 8.00 N/A 4.003 660 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 661 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 662 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 663 11/1/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 592867 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 3 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: TURNING LANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1454602-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/6/2024 Time Placed:6:20 AM 5.00 3.0 74 85 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Bruner, Yusuf Plant Number:955E Delivery Ticket No.:91491072 144 Batch Time:5:44:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:9913HA-3 Break Type: Sample Location:75'N 28'NW OF NWC HAMPTON INN 1750 ST HWY 121 PM:RONNIE YEOMAN Date Issued:09/14/2024 Specified Strength:3000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 664 9/13/2024 7 6022012.564790LABC-1231 8.00 N/A 4.003 665 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 666 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 667 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 668 11/1/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 592868 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 3 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: TURNING LANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1454602-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/6/2024 Time Placed:8:05 AM 5.00 3.0 74 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Bruner, Yusuf Plant Number:955E Delivery Ticket No.:91491089 144 Batch Time:7:32:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:9913HA-3 Break Type: Sample Location:260'N 28'NW OF NWC HAMPTON INN 1750 ST HWY 121 PM:RONNIE YEOMAN Date Issued:09/14/2024 Specified Strength:3000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 669 9/13/2024 7 5039012.564010LABC-1231 8.00 N/A 4.003 670 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 671 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 672 10/4/2024 28 012.560LABC-1231 8.00 N/A 4.00 673 11/1/2024 56 012.560LABC-1231 8.00 N/A 4.00 CC: 0 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 592869 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 3 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: AREA 5 ON WEST SIDE OF JOB SITE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1455815-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/11/2024 Time Placed:N/A N/A N/A N/A N/A Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:N/A Delivery Ticket No.:N/A N/A Batch Time:N/A Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:N/A PM:RONNIE YEOMAN Date Issued:11/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: N/A Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 739 9/18/2024 7 4789012.563810LABC-1231 8.00 N/A 4.002 740 10/9/2024 28 5973012.564760LABC-1231 8.00 N/A 4.003 741 10/9/2024 28 5800012.564620LABC-1231 8.00 N/A 4.003 742 10/9/2024 28 5672012.564520LABC-1231 8.00 N/A 4.003 743 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4630 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594876 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: AREA 5 ON WEST SIDE OF JOB SITE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1455815-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/11/2024 Time Placed:8:45 AM 6 5 72 90 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:955a Delivery Ticket No.:91491267 145.6 Batch Time:7:08:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:30'N 10'W OF NW CORNER BLDG 4 PM:RONNIE YEOMAN Date Issued:10/09/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Drizzle Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 709 9/18/2024 7 3925012.563120LABC-1231 8.00 N/A 4.003 710 10/9/2024 28 5479012.564360LABC-1231 8.00 N/A 4.002 711 10/9/2024 28 5562012.564430LABC-1231 8.00 N/A 4.002 712 10/9/2024 28 5482012.564360LABC-1231 8.00 N/A 4.003 713 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4380 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594234 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: AREA 5 ON WEST SIDE OF JOB SITE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1455815-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/11/2024 Time Placed:10:15 AM 5.5 5 71 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:955A Delivery Ticket No.:91651366 145.2 Batch Time:9:31:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:50'N 30'W OF NW CORNER OF BLDG 4 PM:RONNIE YEOMAN Date Issued:10/09/2024 Specified Strength:4000 Results Specification 3-5 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Drizzle Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 714 9/18/2024 7 4762012.563790LABC-1231 8.00 N/A 4.003 715 10/9/2024 28 5410012.564310LABC-1231 8.00 N/A 4.002 716 10/9/2024 28 5552012.564420LABC-1231 8.00 N/A 4.002 717 10/9/2024 28 5737012.564570LABC-1231 8.00 N/A 4.002 718 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4430 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594241 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: W SIDE PARKING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1457995 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/11/2024 Time Placed:7:27 AM 7.25 4.0 70 85 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Eaton, Robert Plant Number:956 Delivery Ticket No.:76871038 144.3 Batch Time:6:10:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:440'S 120'W FROM NWC OF OFFICE BUILDING PM:RONNIE YEOMAN Date Issued:10/09/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Cloudy Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 674 9/18/2024 7 5338012.564250LABC-1231 8.00 N/A 4.003 675 10/9/2024 28 6061012.564830LABC-1231 8.00 N/A 4.002 676 10/9/2024 28 6290012.565010LABC-1231 8.00 N/A 4.002 677 10/9/2024 28 6307012.565020LABC-1231 8.00 N/A 4.002 678 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4950 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 593747 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: W SIDE PARKING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1457995 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/11/2024 Time Placed:7:27 AM 7.25 4.0 70 85 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Eaton, Robert Plant Number:956 Delivery Ticket No.:76871038 144.3 Batch Time:6:10:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:440'S 120'W FROM NWC OF OFFICE BUILDING PM:RONNIE YEOMAN Date Issued:10/09/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Cloudy Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 674 9/18/2024 7 5338012.564250LABC-1231 8.00 N/A 4.003 675 10/9/2024 28 6061012.564830LABC-1231 8.00 N/A 4.002 676 10/9/2024 28 6290012.565010LABC-1231 8.00 N/A 4.002 677 10/9/2024 28 6307012.565020LABC-1231 8.00 N/A 4.002 678 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4950 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 593747 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:SIDEWALK Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458040 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/12/2024 Time Placed:5:45 AM 5.50 4.0 69 80 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91651404 145 Batch Time:4:32:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5177 Break Type: Sample Location:80' SOUTHBOUND ENCHANTMENT WAY PM:RONNIE YEOMAN Date Issued:10/10/2024 Specified Strength:3000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 679 9/19/2024 7 3749012.562980LABC-1231 8.00 N/A 4.002 680 10/10/2024 28 6812012.565420LABC-1231 8.00 N/A 4.003 681 10/10/2024 28 6693012.565330LABC-1231 8.00 N/A 4.003 682 10/10/2024 28 6932012.565520LABC-1231 8.00 N/A 4.003 683 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5420 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 593939 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:5:29 AM 4.00 3.0 67 84 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651432 147.2 Batch Time:N/A Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:2'S 5'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 684 9/20/2024 7 5566012.564430LABC-1231 8.00 N/A 4.002 685 10/11/2024 28 7231012.565760LABC-1231 8.00 N/A 4.003 686 10/11/2024 28 7222012.565750LABC-1231 8.00 N/A 4.003 687 10/11/2024 28 7241012.565770LABC-1231 8.00 N/A 4.003 688 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5760 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594169 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:6:00 AM 4.00 3.2 67 83 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651079 148.8 Batch Time:5:12:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:10'S 55'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 689 9/20/2024 7 5330012.564240LABC-1231 8.00 N/A 4.002 690 10/11/2024 28 6486012.565160LABC-1231 8.00 N/A 4.003 691 10/11/2024 28 6236012.564960LABC-1231 8.00 N/A 4.002 692 10/11/2024 28 6362012.565070LABC-1231 8.00 N/A 4.003 693 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5060 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594170 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:8:15 AM 5.00 6.3 70 82 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651441 147.6 Batch Time:6:47:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:40'S 25'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 694 9/20/2024 7 5252012.564180LABC-1231 8.00 N/A 4.002 695 10/11/2024 28 6112012.564870LABC-1231 8.00 N/A 4.002 696 10/11/2024 28 6097012.564850LABC-1231 8.00 N/A 4.003 697 10/11/2024 28 6084012.564840LABC-1231 8.00 N/A 4.003 698 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4850 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594171 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:9:37 AM 7.50 7.0 75 86 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651089 148 Batch Time:8:25:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:70'S 35'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 699 9/20/2024 7 4382012.563490LABC-1231 8.00 N/A 4.003 700 10/11/2024 28 5609012.564470LABC-1231 8.00 N/A 4.003 701 10/11/2024 28 5384012.564290LABC-1231 8.00 N/A 4.002 702 10/11/2024 28 5481012.564360LABC-1231 8.00 N/A 4.002 703 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4370 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594172 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 6 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:10:34 AM 6.50 4.3 80 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651454 148.2 Batch Time:9:36:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:100'S 30'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/30/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 704 9/20/2024 7 3925012.563120LABC-1231 8.00 N/A 4.001 705 10/11/2024 28 5718012.564550LABC-1231 8.00 N/A 4.002 706 10/11/2024 28 5522012.564400LABC-1231 8.00 N/A 4.002 707 10/11/2024 28 5659012.564510LABC-1231 8.00 N/A 4.002 708 11/8/2024 56 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4490 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594173 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 7 of 7 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:SIDEWALK Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458040 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/12/2024 Time Placed:5:45 AM 5.50 4.0 69 80 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Alvarado, Henry Plant Number:952 Delivery Ticket No.:91651404 145 Batch Time:4:32:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5177 Break Type: Sample Location:80' SOUTHBOUND ENCHANTMENT WAY PM:RONNIE YEOMAN Date Issued:10/10/2024 Specified Strength:3000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 679 9/19/2024 7 3749012.562980LABC-1231 8.00 N/A 4.002 680 10/10/2024 28 6812012.565420LABC-1231 8.00 N/A 4.003 681 10/10/2024 28 6693012.565330LABC-1231 8.00 N/A 4.003 682 10/10/2024 28 6932012.565520LABC-1231 8.00 N/A 4.003 683 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5420 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 593939 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:10:34 AM 6.50 4.3 80 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651454 148.2 Batch Time:9:36:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:100'S 30'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:11/08/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 704 9/20/2024 7 3925012.563120LABC-1231 8.00 N/A 4.001 705 10/11/2024 28 5718012.564550LABC-1231 8.00 N/A 4.002 706 10/11/2024 28 5522012.564400LABC-1231 8.00 N/A 4.002 707 10/11/2024 28 5659012.564510LABC-1231 8.00 N/A 4.002 708 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4490 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594173 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:5:29 AM 4.00 3.0 67 84 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651432 147.2 Batch Time:N/A Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:2'S 5'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 684 9/20/2024 7 5566012.564430LABC-1231 8.00 N/A 4.002 685 10/11/2024 28 7231012.565760LABC-1231 8.00 N/A 4.003 686 10/11/2024 28 7222012.565750LABC-1231 8.00 N/A 4.003 687 10/11/2024 28 7241012.565770LABC-1231 8.00 N/A 4.003 688 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5760 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594169 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:6:00 AM 4.00 3.2 67 83 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651079 148.8 Batch Time:5:12:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:10'S 55'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 689 9/20/2024 7 5330012.564240LABC-1231 8.00 N/A 4.002 690 10/11/2024 28 6486012.565160LABC-1231 8.00 N/A 4.003 691 10/11/2024 28 6236012.564960LABC-1231 8.00 N/A 4.002 692 10/11/2024 28 6362012.565070LABC-1231 8.00 N/A 4.003 693 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5060 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594170 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:8:15 AM 5.00 6.3 70 82 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651441 147.6 Batch Time:6:47:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:40'S 25'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 694 9/20/2024 7 5252012.564180LABC-1231 8.00 N/A 4.002 695 10/11/2024 28 6112012.564870LABC-1231 8.00 N/A 4.002 696 10/11/2024 28 6097012.564850LABC-1231 8.00 N/A 4.003 697 10/11/2024 28 6084012.564840LABC-1231 8.00 N/A 4.003 698 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4850 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594171 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:9:37 AM 7.50 7.0 75 86 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651089 148 Batch Time:8:25:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:70'S 35'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/12/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 699 9/20/2024 7 4382012.563490LABC-1231 8.00 N/A 4.003 700 10/11/2024 28 5609012.564470LABC-1231 8.00 N/A 4.003 701 10/11/2024 28 5384012.564290LABC-1231 8.00 N/A 4.002 702 10/11/2024 28 5481012.564360LABC-1231 8.00 N/A 4.002 703 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4370 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594172 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1458041-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:9/13/2024 Time Placed:10:34 AM 6.50 4.3 80 88 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:James, Mark Plant Number:952 Delivery Ticket No.:91651454 148.2 Batch Time:9:36:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:100'S 30'E OF N BOUND SERVICE RD APPROACH PM:RONNIE YEOMAN Date Issued:10/30/2024 Specified Strength:4000 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 704 9/20/2024 7 3925012.563120LABC-1231 8.00 N/A 4.001 705 10/11/2024 28 5718012.564550LABC-1231 8.00 N/A 4.002 706 10/11/2024 28 5522012.564400LABC-1231 8.00 N/A 4.002 707 10/11/2024 28 5659012.564510LABC-1231 8.00 N/A 4.002 708 11/8/2024 56 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4490 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594173 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:SIDEWALK Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1470563 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:10/2/2024 Time Placed:7:34 AM 5.25 4.5 64 76 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Eaton, Carson Plant Number:955e Delivery Ticket No.:91492359 145.7 Batch Time:6:47:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5277 Break Type: Sample Location:250'S 20'W OF SW CORNER OF BUILDING PM:RONNIE YEOMAN Date Issued:11/27/2024 Specified Strength:3500 Result Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 749 10/9/2024 7 2926012.562330LABC-1231 8.00 N/A 4.002 750 10/30/2024 28 4699012.563740LABC-1231 8.00 N/A 4.003 751 10/30/2024 28 4739012.563770LABC-1231 8.00 N/A 4.003 752 10/30/2024 28 4522012.563600LABC-1231 8.00 N/A 4.003 753 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 3700 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 597574 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:SIDEWALK Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1470563 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:10/2/2024 Time Placed:7:34 AM 5.25 4.5 64 76 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Eaton, Carson Plant Number:955e Delivery Ticket No.:91492359 145.7 Batch Time:6:47:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5277 Break Type: Sample Location:250'S 20'W OF SW CORNER OF BUILDING PM:RONNIE YEOMAN Date Issued:11/01/2024 Specified Strength:3500 Results Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 749 10/9/2024 7 2926012.562330LABC-1231 8.00 N/A 4.002 750 10/30/2024 28 4699012.563740LABC-1231 8.00 N/A 4.003 751 10/30/2024 28 4739012.563770LABC-1231 8.00 N/A 4.003 752 10/30/2024 28 4522012.563600LABC-1231 8.00 N/A 4.003 753 11/27/2024 56 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 3700 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 597574 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 2 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: W SIDE OF JOB SITE NEAR HWY 121 Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1481757-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:10/21/2024 Time Placed:9:45 AM 4.5 4 82 82 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Mendoza, Andrew Plant Number:956 Delivery Ticket No.:76871423 0 Batch Time:8:57:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:80'S 20'W OF SW CORNER OF BUILDING PM:RONNIE YEOMAN Date Issued:12/16/2024 Specified Strength:4000 Result Specification 1-6 2-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 787 10/28/2024 7 2586012.562060LABC-1231 8.00 N/A 4.003 788 11/18/2024 28 5513012.564390LABC-1231 8.00 N/A 4.002 789 11/18/2024 28 5194012.564140LABC-1231 8.00 N/A 4.003 790 11/18/2024 28 5096012.564060LABC-1231 8.00 N/A 4.003 791 HOLD HOLD 012.560LABC-1231 8.00 N/A 4.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4200 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 600909 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Inclement weather Weather: Scheduled Service: A UES engineering representative traveled to the above referenced project to observe ongoing work and perform field services as scheduled. Area of Work: of 1 Clear 11/26/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Cancellation Report Grapevine, Texas Page Number: Ronnie Yeoman Project Manager Respectfully Submitted, 1 Reason for Cancellation: Upon notification of the cancellation, the engineering representative returned to the Fort Worth Office. Client: Project: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 11/08/2024 121 Commerce Center Addition (Lot 1) Service Date: Report Date: 1489512WorkOrderNumber: UES / Riner Engineering Remarks: Project Number:F241078 5:10 AM Technician:Bruner, Yusuf Concrete Testing Paving Off Genesis Way and Enchanted Way Time Notified: Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: FIRELANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1493374-S1 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:11/12/2024 Time Placed:5:00 AM 3.75 3.7 52 86 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Everly, Keishawn Plant Number:952 Delivery Ticket No.:91652999 141.2 Batch Time:4:21:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:AEA Break Type: Sample Location:15'S 75'E OF NE CORNER PM:RONNIE YEOMAN Date Issued:12/11/2024 Specified Strength:4000 Result Specification 3-5 3-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 857 11/19/2024 7 12198028.274310LABC-1231 12.00 N/A 6.001 858 12/10/2024 28 16867028.275970LABC-1231 12.00 N/A 6.001 859 12/10/2024 28 15935028.275640LABC-1231 12.00 N/A 6.003 860 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5800 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604737 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: FIRELANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1493374-S2 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:11/12/2024 Time Placed:6:20 AM 3.75 3.8 50 77 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Everly, Keishawn Plant Number:952 Delivery Ticket No.:91653008 141.6 Batch Time:5:50:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:AEA Break Type: Sample Location:50'N OF NE CORNER PM:RONNIE YEOMAN Date Issued:12/11/2024 Specified Strength:4000 Result Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 861 11/19/2024 7 12201028.274320LABC-1231 12.00 N/A 6.002 862 12/10/2024 28 16585028.275870LABC-1231 12.00 N/A 6.001 863 12/10/2024 28 16181028.275720LABC-1231 12.00 N/A 6.001 864 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5800 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604738 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 2 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: FIRELANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1493374-S3 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:11/12/2024 Time Placed:8:00 AM 4.5 4.2 50 70 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Everly, Keishawn Plant Number:952 Delivery Ticket No.:91653020 140 Batch Time:7:29:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:AEA Break Type: Sample Location:45'N 60' W FROM THE NE CORNER PM:RONNIE YEOMAN Date Issued:12/11/2024 Specified Strength:4000 Result Specification 3-5 3-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 866 11/19/2024 7 10355028.273660LABC-1231 12.00 N/A 6.003 867 12/10/2024 28 13636028.274820LABC-1231 12.00 N/A 6.001 868 12/10/2024 28 13719028.274850LABC-1231 12.00 N/A 6.001 869 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 4840 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604739 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 3 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: FIRELANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1493374-S4 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:11/12/2024 Time Placed:10:00 AM 4 4 66 75 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Everly, Keishawn Plant Number:952 Delivery Ticket No.:91653036 142.4 Batch Time:9:21:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:AEA Break Type: Sample Location:40'N FROM THE NW CORNER PM:RONNIE YEOMAN Date Issued:12/11/2024 Specified Strength:4000 Result Specification 3-5 3-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 871 11/19/2024 7 12403028.274390LABC-1231 12.00 N/A 6.002 872 12/10/2024 28 14579028.275160LABC-1231 12.00 N/A 6.001 873 12/10/2024 28 15377028.275440LABC-1231 12.00 N/A 6.002 874 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5300 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604740 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 4 of 5 Concrete Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:PAVING: FIRELANE Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1493374-S5 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:11/12/2024 Time Placed:12:18 PM 4 3.9 74 80 Date Received:N/A Concrete Supplier:HOLCIM Submitted By:Everly, Keishawn Plant Number:952 Delivery Ticket No.:91653057 144.8 Batch Time:11:48:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS ASTM C-231) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:ASTM C-31 Mix ID:AEA Break Type: Sample Location:65'N 65'E NW CORNER PM:RONNIE YEOMAN Date Issued:12/11/2024 Specified Strength:4000 Result Specification 3-5 3-6 N/A N/A N/A Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 876 11/19/2024 7 13412028.274740LABC-1231 12.00 N/A 6.002 877 12/10/2024 28 16559028.275860LABC-1231 12.00 N/A 6.001 878 12/10/2024 28 16996028.276010LABC-1231 12.00 N/A 6.001 879 HOLD HOLD 028.270LABC-1231 12.00 N/A 6.00 Average 28-day Compressive Strength is compliant with project specifications CC: 5940 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604741 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 5 of 5 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ 13 D): 2453 (M):464StandardCount: 117.4 114.1 115.3 27.5 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 91.6 25.9 92.1 D.5/18 FG-11.0 1 6 B.5/18 FG-11.0 1 6 114.8 4921 General Location Area:Building Pad 96121.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:1 of 1 28.7 29.1 1395465 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/21/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 1 6 Clear 90.5 26.1 92 26.4 93 93 27.2 96 93 95 90.8 11 D.5/18.5 FG-11.0 1 6 12 E.5/18.5 FG-11.0 1 6 114.9 91.5 25.6 3 C.5/18.5 FG-11.5 1 6 2 B.5/18.5 FG-11.5 1 6 113.6 90.6 1 A.5/18.5 FG-11.5 1 6 10 C.5/18.5 FG-11.0 1 6 6 120.1 119.3 92.7 93.0 118.9 93.5 9 B.5/18.5 FG-11.0 1 6 8 A.5/18.5 FG-11.0 1 7 D.5/18 FG-11.5 6 B.5/18 FG-11.5 1 119.1 115.1 90.4 27.3 92 92 93.8 27.0 96 25.4 6 4 D.5/18.5 FG-11.5 1 6 5 E.5/18.5 FG-11.5 1 6 94 95 95 28.295119.4 118.0 116.5 91.9 26.8 94.0 25.5 93.1 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: FG-9.5 1 6 Respectfully Submitted, FG-9.5 Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ 13 122.9 100.7 22.0 96 D): 2437 (M):455StandardCount: 123.9 121.6 121.9 26.2 93 15 A.5/18.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.7 22.3 98.2 D.5/18 FG-10.0 1 6 B.5/18 FG-10.0 1 6 123.0 4923 General Location Area:Building Pad 96118.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:1 of 4 23.8 25.4 1395466 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/22/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 1 6 Clear 97.3 25.0 92 23.7 94 92 24.1 95 95 92 99.4 11 D.5/18.5 FG-10.0 1 6 12 E.5/18.5 FG-10.0 1 6 121.3 97.2 24.8 3 C.5/18.5 FG-10.5 1 6 2 B.5/18.5 FG-10.5 1 6 122.8 99.1 1 A.5/18.5 FG-10.5 1 6 10 C.5/18.5 FG-10.0 1 6 6 122.6 123.2 99.5 97.8 120.5 97.1 9 B.5/18.5 FG-10.0 1 6 8 A.5/18.5 FG-10.0 1 7 D.5/18 FG-10.5 6 B.5/18 FG-10.5 1 121.2 120.3 96.9 24.2 92 94 96.8 25.2 92 23.9 6 4 D.5/18.5 FG-10.5 1 6 5 E.5/18.5 FG-10.5 1 6 93 94 93 25.693123.3 122.7 122.4 98.0 24.9 100.1 22.6 98.2 Client:GTIS Acquisitions, LLC Service Date:05/22/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1395466 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:2 of 4 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 25.1 16 B.5/18.5 FG-9.5 1 6 122.7 98.3 24.8 93 92 18 D.5/18.5 FG-9.5 1 6 123.3 99.4 17 C.5/18.5 FG-9.5 1 6 121.2 96.9 98.6 23.5 94 24.0 94 9319E.5/18.5 FG-9.5 1 6 121.6 97.5 24.7 122.6 20 B.5/18 FG-9.5 1 6 121.8 92 99.8 22.8 95 22 A.5/18.5 FG-9.0 1 6 21 D.5/18 FG-9.5 1 6 122.0 97.1 25.6 123.7 24 C.5/18.5 FG-9.0 1 6 23 B.5/18.5 FG-9.0 1 6 99.5 24.3 94 123.3 100.5 22.7 95 26 E.5/18.5 FG-9.0 1 6 25 D.5/18.5 FG-9.0 1 6 98.2 25.8 93 122.4 99.6 22.9 95 123.5 28 D.5/18 FG-9.0 1 6 27 B.5/18 FG-9.0 1 6 100.3 22.2 95 122.5 99.0 23.7 94 122.6 30 B.5/18.5 FG-8.5 1 6 29 A.5/18.5 FG-8.5 1 6 97.3 27.0 92 121.3 98.5 23.1 94 123.6 D): 2437 (M):455 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:05/22/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1395466 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:3 of 4 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 23.5 31 C.5/18.5 FG-8.5 1 6 120.7 97.5 23.8 93 94 33 E.5/18.5 FG-8.5 1 6 121.1 98.3 32 D.5/18.5 FG-8.5 1 6 122.5 99.2 96.9 25.9 92 23.2 93 9634B.5/18 FG-8.5 1 6 123.2 100.6 22.5 122.2 35 D.5/18 FG-8.5 1 6 122.0 92 98.0 24.7 93 37 B.5/18.5 FG-8.0 1 6 36 A.5/18.5 FG-8.0 1 6 122.4 97.1 26.1 122.3 39 D.5/18.5 FG-8.0 1 6 38 C.5/18.5 FG-8.0 1 6 99.4 23.0 94 120.8 97.9 23.4 93 41 B.5/18 FG-8.0 1 6 40 E.5/18.5 FG-8.0 1 6 96.8 26.3 92 123.1 100.3 22.7 95 122.3 43 A.5/18.5 FG-7.5 1 6 42 D.5/18 FG-8.0 1 6 99.4 24.8 94 123.6 97.2 27.2 92 124.1 45 C.5/18.5 FG-7.5 1 6 44 B.5/18.5 FG-7.5 1 6 99.5 23.6 94 122.4 98.9 23.8 94 123.0 D): 2437 (M):455 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:05/22/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1395466 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:4 of 4 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 24.3 46 D.5/18.5 FG-7.5 1 6 122.3 97.3 25.7 92 93 48 B.5/18 FG-7.5 1 6 123.6 100.2 47 E.5/18.5 FG-7.5 1 6 121.8 98.0 98.5 23.8 94 23.4 95 9449D.5/18 FG-7.5 1 6 123.5 99.5 24.1 123.3 50 A.5/18.5 FG-7.0 1 6 121.9 94 97.2 26.9 92 52 C.5/18.5 FG-7.0 1 6 51 B.5/18.5 FG-7.0 1 6 123.2 99.3 24.1 123.4 54 E.5/18.5 FG-7.0 1 6 53 D.5/18.5 FG-7.0 1 6 99.9 23.5 95 123.7 100.8 22.7 96 56 D.5/18 FG-7.0 1 6 55 B.5/18 FG-7.0 1 6 97.2 26.3 92 122.2 98.6 23.9 94 122.8 D): 2437 (M):455 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: FG-5.5 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ 13 121.1 98.5 22.9 94 D): 2436 (M):467StandardCount: 122.5 122.9 123.0 26.5 92 15 A.5/18.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.6 23.5 96.8 D.5/18 FG-6.0 1 6 B.5/18 FG-6.0 1 6 123.5 4923 General Location Area:Building Pad 96118.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:1 of 3 23.6 26.1 1395467 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/23/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 1 6 Clear 98.2 25.2 93 22.8 96 93 24.0 94 95 95 100.6 11 D.5/18.5 FG-6.0 1 6 12 E.5/18.5 FG-6.0 1 6 121.5 98.3 23.6 3 C.5/18.5 FG-6.5 1 6 2 B.5/18.5 FG-6.5 1 6 122.3 97.9 1 A.5/18.5 FG-6.5 1 6 10 C.5/18.5 FG-6.0 1 6 6 122.2 123.8 100.2 96.9 124.6 100.5 9 B.5/18.5 FG-6.0 1 6 8 A.5/18.5 FG-6.0 1 7 D.5/18.5 FG-6.5 6 B.5/18 FG-6.5 1 124.0 123.2 99.1 24.3 94 93 99.4 24.7 94 24.9 6 4 D.5/18.5 FG-6.5 1 6 5 E.5/18.5 FG-6.5 1 6 93 95 92 25.592121.5 121.9 121.9 97.7 24.8 98.5 23.8 96.8 Client:GTIS Acquisitions, LLC Service Date:05/23/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 New York, NY 10019 Weather:Clear Work Order Number:1395467 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 23.0 16 B.5/18.5 FG-5.5 1 6 121.1 96.8 25.1 92 94 18 D.5/18.5 FG-5.5 1 6 120.9 98.0 17 C.5/18.5 FG-5.5 1 6 122.3 99.4 97.3 24.5 92 23.4 93 9219E.5/18.5 FG-5.5 1 6 121.8 96.9 25.7 123.9 20 B.5/18 FG-5.5 1 6 121.1 96 99.4 24.6 94 22 A.5/18.5 FG-5.0 1 6 21 D.5/18 FG-5.5 1 6 127.2 100.9 26.1 122.6 24 C.5/18.5 FG-5.0 1 6 23 B.5/18.5 FG-5.0 1 6 97.0 26.4 92 122.6 98.2 24.8 93 26 E.5/18.5 FG-5.0 1 6 25 D.5/18.5 FG-5.0 1 6 99.5 23.9 94 121.8 99.1 22.9 94 123.3 28 D.5/18 FG-5.0 1 6 27 B.5/18 FG-5.0 1 6 98.2 25.4 93 123.2 100.7 22.3 96 123.1 30 B.5/18.5 FG-4.5 1 6 29 A.5/18.5 FG-4.5 1 6 99.4 22.6 94 121.6 98.8 23.1 94 121.9 D): 2436 (M):467 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:05/23/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/29/2024 New York, NY 10019 Weather:Clear Work Order Number:1395467 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:3 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 24.9 31 C.5/18.5 FG-4.5 1 6 121.6 98.4 23.6 93 93 33 E.5/18.5 FG-4.5 1 6 122.2 99.0 32 D.5/18.5 FG-4.5 1 6 121.8 97.5 99.3 22.8 94 23.4 94 9234B.5/18 FG-4.5 1 6 122.2 96.9 26.1 121.4 35 D.5/18 FG-4.5 1 6 121.9 95 98.7 23.0 94 37 B.5/18.5 FG-4.0 1 6 36 A.5/18.5 FG-4.0 1 6 122.4 100.2 22.2 121.9 39 D.5/18.5 FG-4.0 1 6 38 C.5/18.5 FG-4.0 1 6 96.9 25.8 92 122.0 98.3 24.1 93 41 B.5/18 FG-4.0 1 6 40 E.5/18.5 FG-4.0 1 6 97.9 25.5 93 122.0 96.8 26.0 92 122.9 42 D.5/18 FG-4.0 1 6 98.1 25.393122.9 D): 2436 (M):467 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: FG-2.5 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ 13 122.6 98.8 24.1 94 D): 2456 (M):438StandardCount: 121.9 123.4 123.3 25.0 93 15 A.5/18.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 101.0 22.1 97.5 D.5/18 FG-3.0 1 6 B.5/18 FG-3.0 1 6 123.4 4923 General Location Area:Building Pad 96118.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:1 of 3 24.0 22.6 1395468 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/24/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:5/31/2024 1 6 Clear 98.2 25.7 93 24.3 94 93 25.2 93 96 93 99.3 11 D.5/18.5 FG-3.0 1 6 12 E.5/18.5 FG-3.0 1 6 123.3 98.3 25.4 3 C.5/18.5 FG-3.5 1 6 2 B.5/18.5 FG-3.5 1 6 123.0 96.9 1 A.5/18.5 FG-3.5 1 6 10 C.5/18.5 FG-3.0 1 6 6 122.2 122.1 98.5 99.7 123.2 98.4 9 B.5/18.5 FG-3.0 1 6 8 A.5/18.5 FG-3.0 1 7 D.5/18 FG-3.5 6 B.5/18 FG-3.5 1 122.3 123.4 100.5 22.8 95 92 99.0 23.5 94 26.9 6 4 D.5/18.5 FG-3.5 1 6 5 E.5/18.5 FG-3.5 1 6 92 94 95 23.294122.1 122.0 122.6 96.8 26.7 97.9 24.6 99.1 The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Client:GTIS Acquisitions, LLC Service Date:05/24/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/31/2024 New York, NY 10019 Weather:Clear Work Order Number:1395468 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 24.6 16 B.5/18.5 FG-2.5 1 6 123.3 100.2 23.1 95 94 18 D.5/18.5 FG-2.5 1 6 122.7 97.5 17 C.5/18.5 FG-2.5 1 6 122.9 98.6 100.8 22.3 96 25.8 93 9419E.5/18.5 FG-2.5 1 6 122.1 98.5 24.0 122.2 20 B.5/18 FG-2.5 1 6 123.3 93 97.9 24.8 93 22 A.5/18.5 FG-2.0 1 6 21 D.5/18 FG-2.5 1 6 123.0 98.1 25.4 118.9 24 C.5/18.5 FG-2.0 1 6 23 B.5/18.5 FG-2.0 1 6 97.4 22.1 92 123.0 99.0 24.2 94 26 E.5/18.5 FG-2.0 1 6 25 D.5/18.5 FG-2.0 1 6 98.8 23.8 94 123.4 97.3 26.8 92 122.3 28 D.5/18 FG-2.0 1 6 27 B.5/18 FG-2.0 1 6 100.4 23.5 95 123.1 96.9 27.0 92 124.0 30 B.5/18.5 FG-1.5 1 6 29 A.5/18.5 FG-1.5 1 6 98.2 22.7 93 120.4 97.6 23.4 93 120.5 D): 2456 (M):438 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Client:GTIS Acquisitions, LLC Service Date:05/24/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:5/31/2024 New York, NY 10019 Weather:Clear Work Order Number:1395468 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:3 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 26.8 31 C.5/18.5 FG-1.5 1 6 123.4 99.2 24.4 94 92 33 E.5/18.5 FG-1.5 1 6 123.3 99.7 32 D.5/18.5 FG-1.5 1 6 122.7 96.8 98.4 26.4 93 23.7 95 9334B.5/18 FG-1.5 1 6 122.0 97.5 25.1 123.3 35 D.5/18 FG-1.5 1 6 124.4 92 100.6 22.6 96 37 B.5/18.5 FG-1.0 1 6 36 A.5/18.5 FG-1.0 1 6 123.0 96.8 27.1 123.7 39 D.5/18.5 FG-1.0 1 6 38 C.5/18.5 FG-1.0 1 6 99.5 24.3 94 122.4 97.3 25.8 92 41 B.5/18 FG-1.0 1 6 40 E.5/18.5 FG-1.0 1 6 97.3 26.3 92 124.1 100.1 24.0 95 122.9 42 D.5/18 FG-1.0 1 6 96.9 27.292123.3 D): 2456 (M):438 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman Remarks:Test results on this report meet project specification. Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ (D): 2998 (M):337StandardCount: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 4921 General Location Area:Building Pad 96121.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Off Genesis Way and Enchanted Way Technician:Byusa, Jean Joel Grapevine, Texas Page Number:1 of 1 1399090 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/25/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/3/2024 New York, NY 10019 Weather:Clear 96 96 25.7 25.2 117.7 94.1 25.1 3 10' S and 25' E from NW Corner of Office Building FG-3.0 1 6 2 10' S and 40' E from NW Corner of Office Building FG-3.0 1 6 118.5 93.9 1 10' S and 55' E from NW Corner of Office Building FG-3.0 1 6 8 30' S and 10' E from NW Corner of Office Building FG-4.0 1 4 10' S and 10' E from NW Corner of Office Building FG-3.0 6 7 30' S and 25' E from NW Corner of Office Building FG-4.0 1 6 5 30' S and 55' E from NW Corner of Office Building FG-4.0 1 6 118.4 119.1 94.5 26.0 96 96 94.5 25.3 96 26.2 6 30' S and 40' E from NW Corner of Office Building FG-4.0 1 6 117.3 118.3 94.1 93.7 96 96 25.495117.1 118.0 93.9 25.7 93.416 25.994115.5 91.716 117.2 95 93.2 25.7 95 25.3 4 30' S and 10' E from NW Corner of Office Building Pad FG-3.0 116.2 92.8 25.2 3 30' S and 25' E from NW Corner of Office Building Pad FG-3.0 1 6 2 30' S and 40' E from NW Corner of Office Building Pad FG-3.0 1 6 117.2 93.5 1 30' S and 55' E from NW Corner of Office Building Pad FG-3.0 1 6 Clear 95 1399385 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/27/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Byusa, Jean Joel Grapevine, Texas Page Number:1 of 1 Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 General Location Area:Building Pad 96121.0 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ (D): 3006 (M):342StandardCount: Remarks: Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering 94 95 26.894116.8 118.0 116.3 90.6 28.4 93.3 26.5 92.116 92 6 E.3/16 530.2 1 6 116.8 117.3 92.5 92.7 118.2 115.9 90.3 28.3 92 93 94.1 25.6 96 27.0 4 C.5/16 530.2 10 B.5/16 530.7 1 6 6 7 E.7/16 530.2 1 6 5 D.5/16 530.2 1 6 116.6 91.4 9 A.7/16 530.7 1 6 8 A.3/16 530.7 1 115.1 90.0 27.9 3 B.5/16 530.2 1 6 2 A.7/16 530.2 1 6 115.3 90.8 1 A.3/16 530.2 1 6 11 C.5/16 530.7 1 6 12 D.5/16 530.7 1 6 Clear 92.5 27.0 94 25.9 95 92 27.6 95 94 93 93.0 26.8 26.0 1399513 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/29/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 2 Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 General Location Area:Building Pad 96121.4 91.9 26.7 94.0 E.7/16 530.7 1 6 E.3/16 530.7 1 6 117.1 25.5 96 15 A.3/16 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 116.2 91.6 26.9 93 D): 2262 (M):725StandardCount: 118.0 117.5 116.4 14 Remarks: 531.2 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2262 (M):725 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 93.9 25.4 96 117.7 93.0 26.6 95 117.8 28 E.7/16 531.7 1 6 27 E.3/16 531.7 1 6 90.4 29.0 92 117.0 91.5 27.9 93 116.6 26 D.5/16 531.7 1 6 25 C.5/16 531.7 1 6 90.9 28.0 93 116.9 91.7 27.5 94 117.3 91.6 28.1 116.4 24 B.5/16 531.7 1 6 23 A.7/16 531.7 1 6 116.7 20 E.3/16 531.2 1 6 116.9 93 90.6 28.8 92 22 A.3/16 531.7 1 6 21 E.7/16 531.2 1 6 19 D.5/16 531.2 1 6 118.4 94.1 25.8 91.2 28.2 93 25.6 96 96 18 C.5/16 531.2 1 6 117.9 93.9 17 B.5/16 531.2 1 6 117.6 93.1 26.3 16 A.7/16 531.2 1 6 117.0 91.8 27.4 94 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 2 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather:Clear Work Order Number:1399513 Client:GTIS Acquisitions, LLC Service Date:05/29/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 96 95 26.895118.6 118.4 123.6 101.2 22.1 94.2 25.7 93.516 96 6 E.3/16 532.2 1 6 123.5 117.8 93.9 100.5 117.1 117.7 92.3 27.5 94 93 92.0 27.3 94 28.1 4 C.5/16 532.2 10 B.5/16 532.7 2 6 6 7 E.7/16 532.2 1 6 5 D.5/16 532.2 1 6 121.5 96.6 9 A.7/16 532.7 2 6 8 A.3/16 532.7 2 116.9 91.4 27.9 3 B.5/16 532.2 1 6 2 A.7/16 532.2 1 6 116.3 90.8 1 A.3/16 532.2 1 6 11 C.5/16 532.7 2 6 12 D.5/16 532.7 2 6 Light Rain 98.4 25.0 93 25.8 94 93 25.8 96 92 92 99.1 25.5 22.9 1399514 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:5/30/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 97.2 26.2 99.6 E.7/16 532.7 2 6 E.3/16 532.7 2 6 124.7 22.7 95 15 A.3/16 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.8 98.7 25.4 94 D): 2277 (M):723StandardCount: 122.2 123.0 122.7 14 Remarks: 533.2 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2277 (M):723 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 92.7 25.9 95 117.8 93.3 26.3 95 116.7 30 A.7/16 534.2 1 6 29 A.3/16 534.2 1 6 98.6 24.1 94 123.1 97.2 26.6 92 122.4 28 E.7/16 533.7 2 6 27 E.3/16 533.7 2 6 99.4 24.8 94 123.5 100.8 22.5 96 124.1 26 D.5/16 533.7 2 6 25 C.5/16 533.7 2 6 100.7 22.3 96 123.7 100.3 23.3 95 122.3 98.0 24.8 123.2 24 B.5/16 533.7 2 6 23 A.7/16 533.7 2 6 122.5 20 E.3/16 533.2 2 6 122.2 93 97.6 25.5 93 22 A.3/16 533.7 2 6 21 E.7/16 533.2 2 6 19 D.5/16 533.2 2 6 123.2 99.7 23.6 97.1 25.9 92 24.5 94 95 18 C.5/16 533.2 2 6 123.5 99.2 17 B.5/16 533.2 2 6 122.8 98.5 24.7 16 A.7/16 533.2 2 6 122.0 96.8 26.0 92 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather:Light Rain Work Order Number:1399514 Client:GTIS Acquisitions, LLC Service Date:5/30/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2277 (M):723 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 35 E.7/16 534.2 1 6 116.6 34 E.3/16 534.2 1 6 116.6 90.5 28.8 91.1 28.0 93 27.5 94 92 33 D.5/16 534.2 1 6 117.7 92.3 32 C.5/16 534.2 1 6 117.4 93.0 26.2 31 B.5/16 534.2 1 6 116.8 91.9 27.1 94 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather:Light Rain Work Order Number:1399514 Client:GTIS Acquisitions, LLC Service Date:5/30/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 95 95 28.693116.8 117.9 118.1 94.0 25.6 91.5 28.8 90.816 96 6 E.3/16 534.7 1 6 118.0 117.8 93.5 93.5 117.7 117.5 93.0 26.3 95 92 92.2 27.7 94 29.0 4 C.5/16 534.7 10 B.5/16 535.2 1 6 6 7 E.7/16 534.7 1 6 5 D.5/16 534.7 1 6 118.4 94.4 9 A.7/16 535.2 1 6 8 A.3/16 535.2 1 117.5 93.7 25.4 3 B.5/16 534.7 1 6 2 A.7/16 534.7 1 6 116.5 90.3 1 A.3/16 534.7 1 6 11 C.5/16 535.2 1 6 12 D.5/16 535.2 1 6 Overcast 90.7 28.2 93 26.3 95 96 25.4 93 94 96 93.3 26.0 26.2 1399516 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/1/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 92.1 27.5 92.8 E.7/16 535.2 1 6 E.3/16 535.2 1 6 117.8 26.7 95 15 A.3/16 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.2 97.1 26.9 92 D): 2290 (M):726StandardCount: 117.6 116.3 117.4 14 Remarks: 535.7 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2290 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.4 23.6 95 123.1 100.6 22.4 96 124.1 30 A.7/16 536.7 2 6 29 A.3/16 536.7 2 6 99.0 24.5 94 123.0 98.3 25.1 93 123.3 28 E.7/16 536.2 2 6 27 E.3/16 536.2 2 6 96.4 27.0 92 123.2 98.8 24.7 94 122.4 26 D.5/16 536.2 2 6 25 C.5/16 536.2 2 6 96.9 26.4 92 122.5 97.6 25.5 93 123.0 98.2 25.3 122.5 24 B.5/16 536.2 2 6 23 A.7/16 536.2 2 6 122.4 20 E.3/16 535.7 2 6 123.2 93 96.5 26.8 92 22 A.3/16 536.2 2 6 21 E.7/16 535.7 2 6 19 D.5/16 535.7 2 6 122.3 98.4 24.3 100.8 22.2 96 25.0 93 93 18 C.5/16 535.7 2 6 122.4 97.9 17 B.5/16 535.7 2 6 123.4 100.5 22.8 16 A.7/16 535.7 2 6 123.8 99.3 24.7 94 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather:Overcast Work Order Number:1399516 Client:GTIS Acquisitions, LLC Service Date:6/1/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2290 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.6 22.9 95 122.7 96.9 26.6 92 122.4 45 B.5/16 537.7 2 6 44 A.7/16 537.7 2 6 100.8 22.1 96 122.9 99.9 23.0 95 123.1 43 A.3/16 537.7 2 6 42 E.7/16 537.2 2 6 98.1 25.8 93 123.3 98.3 25.4 93 123.4 41 E.3/16 537.2 2 6 40 D.5/16 537.2 2 6 99.9 22.8 95 123.8 97.4 27.1 92 122.3 98.6 24.0 122.7 39 C.5/16 537.2 2 6 38 B.5/16 537.2 2 6 122.4 35 E.7/16 536.7 2 6 123.3 94 97.0 26.2 92 37 A.7/16 537.2 2 6 36 A.3/16 537.2 2 6 34 E.3/16 536.7 2 6 123.2 98.8 24.7 100.0 23.3 95 24.5 94 94 33 D.5/16 536.7 2 6 123.9 99.5 32 C.5/16 536.7 2 6 122.6 96.7 26.8 31 B.5/16 536.7 2 6 123.1 100.9 22.0 96 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather:Overcast Work Order Number:1399516 Client:GTIS Acquisitions, LLC Service Date:6/1/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/1/2024 Work Order Number:1399516 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 New York, NY 10019 Weather:Overcast Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 C.5/16 537.7 2 6 123.3 99.7 23.7 95 93 48 E.3/16 537.7 2 6 123.7 99.4 47 D.5/16 537.7 2 6 123.4 98.3 25.5 50 A.3/16 538.2 2 6 24.4 94 49 E.7/16 537.7 2 6 123.9 123.4 101.0 22.2 96 100.5 23.3 95 52 B.5/16 538.2 2 6 51 A.7/16 538.2 2 6 122.4 98.1 24.8 93 96.6 25.992121.6 54 D.5/16 538.2 2 6 53 C.5/16 538.2 2 6 122.1 97.7 25.0 93 99.8 23.695123.4 56 E.7/16 538.2 2 6 55 E.3/16 538.2 2 6 123.6 100.9 22.5 96 100.3 22.995123.3 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2290 (M):726 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 96 96 25.796117.7 117.2 122.8 98.5 24.7 92.1 27.3 93.616 94 6 E.3/16 538.7 1 6 123.3 118.2 94.2 100.8 117.0 117.2 92.7 26.4 95 94 91.4 28.0 93 26.9 4 C.5/16 538.7 10 B.5/16 539.2 2 6 6 7 E.7/16 538.7 1 6 5 D.5/16 538.7 1 6 122.4 97.2 9 A.7/16 539.2 2 6 8 A.3/16 539.2 2 118.1 93.8 25.9 3 B.5/16 538.7 1 6 2 A.7/16 538.7 1 6 116.7 92.0 1 A.3/16 538.7 1 6 11 C.5/16 539.2 2 6 12 D.5/16 539.2 2 6 Partly Cloudy 99.2 24.3 94 22.1 96 96 25.9 94 95 92 100.9 25.5 22.3 1401154 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/3/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 99.7 23.5 98.3 E.7/16 539.2 2 6 E.3/16 539.2 2 6 123.2 25.6 93 15 A.3/16 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 122.4 98.8 23.9 94 D): 2286 (M):730StandardCount: 123.5 123.3 123.1 14 Remarks: 539.7 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2286 (M):730 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.5 23.6 95 123.7 101.0 22.5 96 124.2 30 A.7/16 540.7 2 6 29 A.3/16 540.7 2 6 98.4 25.1 93 123.4 98.9 24.8 94 123.1 28 E.7/16 540.2 2 6 27 E.3/16 540.2 2 6 99.7 22.8 95 123.6 101.2 22.1 96 122.4 26 D.5/16 540.2 2 6 25 C.5/16 540.2 2 6 99.3 24.7 94 122.2 98.6 23.9 94 122.3 97.8 25.0 123.8 24 B.5/16 540.2 2 6 23 A.7/16 540.2 2 6 122.9 20 E.3/16 539.7 2 6 123.6 93 97.2 26.4 92 22 A.3/16 540.2 2 6 21 E.7/16 539.7 2 6 19 D.5/16 539.7 2 6 123.2 98.2 25.5 100.3 23.2 95 24.6 94 93 18 C.5/16 539.7 2 6 123.4 99.0 17 B.5/16 539.7 2 6 123.5 100.1 23.4 16 A.7/16 539.7 2 6 122.4 96.6 26.7 92 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1401154 Client:GTIS Acquisitions, LLC Service Date:6/3/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2286 (M):730 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 96.9 25.8 92 122.1 98.0 24.6 93 121.9 44 A.7/14.7 530.7 2 6 43 A.3/14.7 530.7 2 6 92.2 27.4 94 118.1 92.5 27.7 94 117.5 42 E.7/14.7 530.2 1 6 41 E.3/14.7 530.2 1 6 91.6 28.5 93 117.8 93.3 26.3 95 117.7 40 D.5/14.7 530.2 1 6 39 C.5/14.7 530.2 1 6 94.1 25.6 96 117.3 92.9 26.3 95 116.8 90.3 29.4 118.2 38 B.5/14.7 530.2 1 6 37 A.7/14.7 530.2 1 6 35 E.7/16 540.7 2 6 123.7 9236A.3/14.7 530.2 1 6 34 E.3/16 540.7 2 6 122.8 99.9 22.9 101.4 22.0 96 23.9 94 95 33 D.5/16 540.7 2 6 122.3 98.7 32 C.5/16 540.7 2 6 122.8 99.8 23.0 31 B.5/16 540.7 2 6 123.4 100.9 22.3 96 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1401154 Client:GTIS Acquisitions, LLC Service Date:6/3/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/3/2024 Work Order Number:1401154 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Partly Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 45 B.5/14.7 530.7 2 6 123.3 97.4 26.6 92 95 47 D.5/14.7 530.7 2 6 123.0 99.1 46 C.5/14.7 530.7 2 6 122.7 99.6 23.2 49 E.7/14.7 530.7 2 6 24.1 94 48 E.3/14.7 530.7 2 6 123.2 123.2 98.2 25.5 93 99.8 23.4 95 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2286 (M):730 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 532.2 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 118.1 93.2 26.7 95 D): 2294 (M):728StandardCount: 122.2 123.2 123.2 24.8 93 15 A.3/14.7 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.2 24.2 97.9 E.7/14.7 531.7 2 6 E.3/14.7 531.7 2 6 122.4 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 6 1401155 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/4/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 99.9 23.3 95 24.1 94 93 26.4 96 94 92 98.6 26.5 25.0 11 C.5/14.7 531.7 2 6 12 D.5/14.7 531.7 2 6 123.2 98.3 25.3 3 B.5/14.7 531.2 2 6 2 A.7/14.7 531.2 2 6 123.5 99.0 1 A.3/14.7 531.2 2 6 122.0 96.5 9 A.7/14.7 531.7 2 6 8 A.3/14.7 531.7 2 4 C.5/14.7 531.2 10 B.5/14.7 531.7 2 6 6 7 E.7/14.7 531.2 2 6 5 D.5/14.7 531.2 2 6 123.1 122.5 98.5 24.4 94 94 99.7 23.5 95 24.7 92 6 E.3/14.7 531.2 2 6 122.8 122.8 97.1 98.2 92 93 26.792122.1 123.1 121.9 96.8 25.9 100.8 22.1 96.426 Client:GTIS Acquisitions, LLC Service Date:6/4/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1401155 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 6 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 28.4 16 A.7/14.7 532.2 1 6 118.3 94.3 25.5 96 93 18 C.5/14.7 532.2 1 6 117.3 93.0 17 B.5/14.7 532.2 1 6 117.5 91.5 91.2 27.9 93 26.1 95 9519D.5/14.7 532.2 1 6 117.3 92.8 26.4 118.7 20 E.3/14.7 532.2 1 6 116.6 92 94.5 25.6 96 22 A.3/14.7 532.7 1 6 21 E.7/14.7 532.2 1 6 116.3 90.3 28.8 116.0 24 B.5/14.7 532.7 1 6 23 A.7/14.7 532.7 1 6 90.9 27.6 93 116.7 91.7 27.3 94 26 D.5/14.7 532.7 1 6 25 C.5/14.7 532.7 1 6 94.2 25.7 96 117.5 93.1 26.2 95 118.4 28 E.7/14.7 532.7 1 6 27 E.3/14.7 532.7 1 6 91.8 26.9 94 116.6 90.4 29.0 92 116.5 30 A.7/14.7 533.2 1 6 29 A.3/14.7 533.2 1 6 91.6 28.3 93 118.4 94.4 25.4 96 117.5 D): 2294 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:6/4/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1401155 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 6 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 27.0 31 B.5/14.7 533.2 1 6 117.0 90.6 29.1 92 94 33 D.5/14.7 533.2 1 6 117.9 93.3 32 C.5/14.7 533.2 1 6 116.7 91.9 90.4 28.9 92 26.4 95 9334E.3/14.7 533.2 1 6 116.8 91.5 27.7 123.6 35 E.7/14.7 533.2 1 6 116.5 96 99.5 24.2 94 37 A.7/14.7 533.7 2 6 36 A.3/14.7 533.7 2 6 123.5 100.8 22.5 123.2 39 C.5/14.7 533.7 2 6 38 B.5/14.7 533.7 2 6 98.3 25.3 93 123.4 98.1 25.8 93 41 E.3/14.7 533.7 2 6 40 D.5/14.7 533.7 2 6 99.6 23.3 95 123.7 99.2 24.7 94 122.8 43 A.3/14.7 534.2 2 6 42 E.7/14.7 533.7 2 6 100.7 22.4 96 123.3 98.8 24.8 94 123.3 45 B.5/14.7 534.2 2 6 44 A.7/14.7 534.2 2 6 99.8 22.9 95 123.6 100.9 22.5 96 122.7 D): 2294 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2294 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 123.2 99.5 23.8 94 100.6 22.496123.1 60 C.5/14.7 535.2 2 6 59 B.5/14.7 535.2 2 6 121.5 97.5 24.6 93 96.9 25.992122.0 58 A.7/14.7 535.2 2 6 57 A.3/14.7 535.2 2 6 122.6 98.7 24.2 94 99.1 23.994122.8 56 E.7/14.7 534.7 2 6 55 E.3/14.7 534.7 2 6 123.7 99.4 24.4 94 98.8 24.694123.1 54 D.5/14.7 534.7 2 6 53 C.5/14.7 534.7 2 6 93 52 B.5/14.7 534.7 2 6 51 A.7/14.7 534.7 2 6 124.3 100.5 23.7 95 100.7 22.296123.1 50 A.3/14.7 534.7 2 6 25.2 93 49 E.7/14.7 534.2 2 6 122.4 123.1 99.8 23.3 95 97.5 25.5 92 48 E.3/14.7 534.2 2 6 122.9 98.2 47 D.5/14.7 534.2 2 6 122.6 97.0 26.4 46 C.5/14.7 534.2 2 6 123.3 100.3 22.9 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 6 Work Order Number:1401155 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/4/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/4/2024 Work Order Number:1401155 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 6 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 61 D.5/14.7 535.2 2 6 123.4 100.5 22.8 95 96 63 E.7/14.7 535.2 2 6 123.4 100.2 62 E.3/14.7 535.2 2 6 123.7 101.3 22.1 65 A.7/14.7 535.7 2 6 23.2 95 64 A.3/14.7 535.7 2 6 123.8 123.3 98.1 25.7 93 99.4 24.5 94 67 C.5/14.7 535.7 2 6 66 B.5/14.7 535.7 2 6 123.2 99.0 24.4 94 100.1 23.795123.8 69 E.3/14.7 535.7 2 6 68 D.5/14.7 535.7 2 6 124.4 101.5 22.6 96 97.7 25.393122.4 71 A.3/14.7 536.2 2 6 70 E.7/14.7 535.7 2 6 122.9 100.0 22.9 95 98.3 25.293123.1 73 B.5/14.7 536.2 2 6 72 A.7/14.7 536.2 2 6 123.0 99.4 23.7 94 97.7 25.393122.4 75 D.5/14.7 536.2 2 6 74 C.5/14.7 536.2 2 6 123.9 101.2 22.4 96 100.6 22.296122.9 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2294 (M):728 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2294 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 123.5 100.1 23.4 95 99.8 23.195122.9 90 E.5/14.7 537.2 2 6 89 D.5/14.7 537.2 2 6 124.1 101.5 22.3 96 100.3 23.595123.9 88 C.5/14.7 537.2 2 6 87 B.5/14.7 537.2 2 6 123.8 99.3 24.7 94 98.2 25.393123.0 86 A.7/14.7 537.2 2 6 85 A.3/14.7 537.2 2 6 123.4 99.8 23.6 95 98.2 25.493123.1 84 E.7/14.7 536.7 2 6 83 E.3/14.7 536.7 2 6 92 82 D.5/14.7 536.7 2 6 81 C.5/14.7 536.7 2 6 124.2 101.1 22.8 96 100.7 22.496123.3 80 B.5/14.7 536.7 2 6 24.5 94 79 A.7/14.7 536.7 2 6 122.5 123.9 100.5 23.3 95 97.1 26.2 95 78 A.3/14.7 536.7 2 6 122.9 98.7 77 E.7/14.7 536.2 2 6 123.5 99.9 23.6 76 E.3/14.7 536.2 2 6 123.0 98.0 25.5 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:6 of 6 Work Order Number:1401155 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/4/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 538.7 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 116.5 91.7 27.0 94 D): 2279 (M):732StandardCount: 117.8 117.2 118.0 26.4 95 15 A.3/14.7 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 93.8 25.8 93.2 E.7/14.7 538.2 1 6 E.3/14.7 538.2 1 6 118.0 4921 General Location Area:Building Pad 96121.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 6 1401156 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/5/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 91.1 28.7 93 25.9 96 96 26.6 94 96 95 93.7 26.5 28.4 11 C.5/14.7 538.2 1 6 12 D.5/14.7 538.2 1 6 118.1 94.1 25.5 3 B.5/14.7 537.7 1 6 2 A.7/14.7 537.7 1 6 117.7 93.6 1 A.3/14.7 537.7 1 6 117.7 93.0 9 A.7/14.7 538.2 1 6 8 A.3/14.7 538.2 1 4 C.5/14.7 537.7 10 B.5/14.7 538.2 1 6 6 7 E.7/14.7 537.7 1 6 5 D.5/14.7 537.7 1 6 117.7 118.1 93.3 26.6 95 96 92.5 27.2 94 25.7 94 6 E.3/14.7 537.7 1 6 117.1 117.4 92.8 91.2 95 93 25.496118.4 117.6 116.9 91.9 27.2 92.4 27.3 94.416 Client:GTIS Acquisitions, LLC Service Date:6/5/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1401156 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 6 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 28.6 16 A.7/14.7 538.7 1 6 118.0 94.1 25.4 96 94 18 C.5/14.7 538.7 1 6 117.3 93.1 17 B.5/14.7 538.7 1 6 117.9 91.7 90.2 27.7 92 26.0 95 9419D.5/14.7 538.7 1 6 117.2 92.6 26.6 117.8 20 E.3/14.7 538.7 1 6 115.2 95 91.7 28.5 94 22 A.3/14.7 539.2 1 6 21 E.7/14.7 538.7 1 6 116.8 92.8 25.9 115.6 24 B.5/14.7 539.2 1 6 23 A.7/14.7 539.2 1 6 90.7 27.5 93 116.2 91.5 27.0 93 26 D.5/14.7 539.2 1 6 25 C.5/14.7 539.2 1 6 94.4 25.5 96 117.3 93.0 26.1 95 118.5 28 E.7/14.7 539.2 1 6 27 E.3/14.7 539.2 1 6 93.6 25.5 96 118.7 94.4 25.7 96 117.5 30 A.7/14.7 539.7 2 6 29 A.3/14.7 539.7 2 6 98.3 25.8 93 123.1 98.8 24.6 94 123.7 D): 2279 (M):732 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:6/5/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1401156 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 6 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 22.7 31 B.5/14.7 539.7 2 6 123.4 100.8 22.4 96 95 33 D.5/14.7 539.7 2 6 123.0 98.7 32 C.5/14.7 539.7 2 6 122.6 99.9 99.1 24.6 94 24.6 94 9634E.3/14.7 539.7 2 6 123.0 100.6 22.3 122.4 35 E.7/14.7 539.7 2 6 123.5 95 97.5 25.5 93 37 A.7/14.7 540.2 2 6 36 A.3/14.7 540.2 2 6 124.8 100.3 24.4 122.7 39 C.5/14.7 540.2 2 6 38 B.5/14.7 540.2 2 6 96.6 27.0 92 123.4 97.4 26.7 92 41 E.3/14.7 540.2 2 6 40 D.5/14.7 540.2 2 6 98.6 24.8 94 123.3 99.0 24.5 94 123.1 43 A.3/14.7 540.7 2 6 42 E.7/14.7 540.2 2 6 100.2 23.6 95 122.7 96.8 26.8 92 123.8 45 B.5/14.7 540.7 2 6 44 A.7/14.7 540.7 2 6 97.3 27.1 92 123.4 98.8 24.9 94 123.7 D): 2279 (M):732 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2279 (M):732 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 122.9 99.9 23.0 95 98.9 24.294122.8 59 B.5/13.2 530.7 2 6 58 A.7/13.2 530.7 2 6 122.9 98.5 24.8 94 97.6 25.193122.1 57 A.3/13.2 530.7 2 6 56 E.7/13.2 530.2 2 6 123.7 101.3 22.1 96 100.7 22.396123.2 55 E.3/13.2 530.2 2 6 54 D.5/13.2 530.2 2 6 123.1 99.8 23.3 95 99.5 24.294123.6 53 C.5/13.2 530.2 2 6 52 B.5/13.2 530.2 2 6 93 51 A.7/13.2 530.2 2 6 50 A.3/13.2 530.2 2 6 123.1 97.9 25.7 93 100.2 23.695123.8 22.4 96 49 E.7/14.7 540.7 2 6 122.7 97.7 25.6 94 48 E.3/14.7 540.7 2 6 123.4 100.8 47 D.5/14.7 540.7 2 6 122.8 98.6 24.5 46 C.5/14.7 540.7 2 6 122.6 97.4 25.9 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 6 Work Order Number:1401156 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/5/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/5/2024 Work Order Number:1401156 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 6 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 60 C.5/13.2 530.7 2 6 123.7 101.1 22.4 96 95 62 E.3/13.2 530.7 2 6 123.8 98.4 61 D.5/13.2 530.7 2 6 123.8 100.5 23.2 64 A.3/13.2 531.2 2 6 25.8 93 63 E.7/13.2 530.7 2 6 122.8 123.4 100.1 23.3 95 97.8 25.6 93 66 B.5/13.2 531.2 2 6 65 A.7/13.2 531.2 2 6 122.8 99.4 23.5 94 98.0 25.293122.7 68 D.5/13.2 531.2 2 6 67 C.5/13.2 531.2 2 6 122.3 96.5 26.7 92 101.1 22.296123.5 70 E.7/13.2 531.2 2 6 69 E.3/13.2 531.2 2 6 122.2 97.5 25.3 93 96.8 26.592122.5 72 A.7/13.2 531.7 2 6 71 A.3/13.2 531.7 2 6 121.9 98.8 23.4 94 97.0 26.092122.2 74 C.5/13.2 531.7 2 6 73 B.5/13.2 531.7 2 6 121.7 99.0 22.9 94 96.6 26.992122.6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2279 (M):732 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2279 (M):732 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 97.7 24.893121.984E.7/13.2 532.2 2 6 123.8 101.2 22.3 96 99.7 23.595123.1 83 E.3/13.2 532.2 2 6 82 D.5/13.2 532.2 2 6 96 81 C.5/13.2 532.2 2 6 80 B.5/13.2 532.2 2 6 122.7 98.6 24.4 94 97.5 25.793122.6 79 A.7/13.2 532.2 2 6 23.2 95 78 A.3/13.2 532.2 2 6 123.6 122.8 99.1 23.9 94 101.0 22.4 94 77 E.7/13.2 531.7 2 6 123.7 100.4 76 E.3/13.2 531.7 2 6 124.0 99.5 24.6 75 D.5/13.2 531.7 2 6 122.9 97.9 25.5 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:6 of 6 Work Order Number:1401156 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/5/2024 93 96 28.593117.3 117.4 117.8 93.1 26.5 92.0 27.6 91.316 95 6 E.3/13.2 532.7 1 6 118.0 116.4 91.6 93.8 116.4 117.1 90.6 29.3 92 94 90.3 28.9 92 27.4 4 C.5/13.2 532.7 10 B.5/13.2 533.2 1 6 6 7 E.7/13.2 532.7 1 6 5 D.5/13.2 532.7 1 6 116.9 91.8 9 A.7/13.2 533.2 1 6 8 A.3/13.2 533.2 1 116.8 90.5 29.1 3 B.5/13.2 532.7 1 6 2 A.7/13.2 532.7 1 6 117.0 91.8 1 A.3/13.2 532.7 1 6 11 C.5/13.2 533.2 1 6 12 D.5/13.2 533.2 1 6 Clear 91.5 28.1 93 29.3 92 92 27.3 94 92 94 90.4 27.1 25.8 1401157 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/6/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 5 Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 General Location Area:Building Pad 96121.4 90.2 28.9 91.9 E.7/13.2 533.2 1 6 E.3/13.2 533.2 1 6 116.9 27.6 94 15 A.3/13.2 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 117.2 91.3 28.4 93 D): 2255 (M):733StandardCount: 117.3 117.2 116.3 14 Remarks: 533.7 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2255 (M):733 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 93.9 25.6 96 117.0 91.8 27.4 94 117.9 30 A.7/13.2 534.7 1 6 29 A.3/13.2 534.7 1 6 90.2 29.0 92 117.6 93.2 26.2 95 116.4 28 E.7/13.2 534.2 1 6 27 E.3/13.2 534.2 1 6 91.6 27.7 93 115.6 90.7 27.5 93 117.0 26 D.5/13.2 534.2 1 6 25 C.5/13.2 534.2 1 6 93.2 26.3 95 117.6 93.8 25.4 96 116.5 91.9 26.8 117.7 24 B.5/13.2 534.2 1 6 23 A.7/13.2 534.2 1 6 118.0 20 E.3/13.2 533.7 1 6 117.3 94 94.0 25.5 96 22 A.3/13.2 534.2 1 6 21 E.7/13.2 533.7 1 6 19 D.5/13.2 533.7 1 6 117.9 92.5 27.5 91.7 27.9 94 26.7 95 94 18 C.5/13.2 533.7 1 6 118.0 93.1 17 B.5/13.2 533.7 1 6 116.7 90.6 28.8 16 A.7/13.2 533.7 1 6 117.5 92.3 27.3 94 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 5 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Work Order Number:1401157 Client:GTIS Acquisitions, LLC Service Date:6/6/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2255 (M):733 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.0 24.6 94 123.8 101.4 22.1 96 123.4 45 B.5/13.2 535.7 2 6 44 A.7/13.2 535.7 2 6 99.5 24.6 94 123.4 100.6 22.7 96 124.0 43 A.3/13.2 535.7 2 6 42 E.7/13.2 535.2 2 6 97.5 26.4 93 124.1 97.2 27.7 92 123.2 41 E.3/13.2 535.2 2 6 40 D.5/13.2 535.2 2 6 98.6 25.0 94 123.4 98.9 24.8 94 124.2 97.1 27.9 123.3 39 C.5/13.2 535.2 2 6 38 B.5/13.2 535.2 2 6 123.8 35 E.7/13.2 534.7 1 6 117.7 92 101.3 22.2 96 37 A.7/13.2 535.2 2 6 36 A.3/13.2 535.2 2 6 34 E.3/13.2 534.7 1 6 118.0 92.4 27.7 93.5 25.9 95 26.3 95 94 33 D.5/13.2 534.7 1 6 117.3 92.9 32 C.5/13.2 534.7 1 6 117.9 93.1 26.6 31 B.5/13.2 534.7 1 6 116.7 90.8 28.5 93 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 5 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Work Order Number:1401157 Client:GTIS Acquisitions, LLC Service Date:6/6/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/6/2024 Work Order Number:1401157 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 5 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 C.5/13.2 535.7 2 6 122.7 96.9 26.6 92 93 48 E.3/13.2 535.7 2 6 122.9 96.8 47 D.5/13.2 535.7 2 6 123.4 98.2 25.7 50 A.3/13.2 536.2 2 6 27.0 92 49 E.7/13.2 535.7 2 6 123.5 122.9 99.6 23.4 95 97.4 26.8 92 52 B.5/13.2 536.2 2 6 51 A.7/13.2 536.2 2 6 123.5 99.9 23.6 95 98.3 25.593123.4 54 D.5/13.2 536.2 2 6 53 C.5/13.2 536.2 2 6 123.8 100.9 22.7 96 100.7 22.596123.4 56 E.7/13.2 536.2 2 6 55 E.3/13.2 536.2 2 6 122.7 99.0 23.9 94 98.6 24.694122.9 58 A.7/13.2 536.7 2 6 57 A.3/13.2 536.7 2 6 123.8 98.4 25.8 93 97.3 26.992123.5 60 C.5/13.2 536.7 2 6 59 B.5/13.2 536.7 2 6 123.1 100.9 22.0 96 99.1 24.794123.6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2255 (M):733 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2255 (M):733 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.5 24.594123.970E.7/13.2 537.2 2 6 123.9 101.3 22.3 96 98.6 24.694122.9 69 E.3/13.2 537.2 2 6 68 D.5/13.2 537.2 2 6 94 67 C.5/13.2 537.2 2 6 66 B.5/13.2 537.2 2 6 122.7 97.6 25.7 93 98.0 24.993122.4 65 A.7/13.2 537.2 2 6 25.1 93 64 A.3/13.2 537.2 2 6 122.6 122.4 99.6 22.9 95 98.7 24.2 96 63 E.7/13.2 536.7 2 6 122.8 98.2 62 E.3/13.2 536.7 2 6 123.6 101.0 22.4 61 D.5/13.2 536.7 2 6 123.9 101.5 22.1 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 5 Work Order Number:1401157 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/6/2024 96 93 25.696118.1 117.3 123.8 101.2 22.3 92.0 27.5 94.016 96 6 E.3/13.2 537.7 1 6 123.6 118.0 94.1 98.4 118.2 118.0 91.6 28.8 93 94 93.5 26.4 95 27.3 4 C.5/13.2 537.7 10 B.5/13.2 538.2 2 6 6 7 E.7/13.2 537.7 1 6 5 D.5/13.2 537.7 1 6 123.4 99.1 9 A.7/13.2 538.2 2 6 8 A.3/13.2 538.2 2 117.7 92.9 26.7 3 B.5/13.2 537.7 1 6 2 A.7/13.2 537.7 1 6 116.9 91.8 1 A.3/13.2 537.7 1 6 11 C.5/13.2 538.2 2 6 12 D.5/13.2 538.2 2 6 Clear 99.8 23.4 95 26.0 92 95 24.5 94 95 94 96.7 25.4 25.6 1401158 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/7/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 100.5 22.9 98.6 E.7/13.2 538.2 2 6 E.3/13.2 538.2 2 6 121.8 24.7 94 15 A.3/13.2 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 122.4 97.8 25.2 93 D): 2262 (M):736StandardCount: 123.0 123.2 123.5 14 Remarks: 538.7 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2262 (M):736 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 96.8 26.6 92 123.8 98.4 25.8 93 122.5 30 A.7/13.2 539.7 2 6 29 A.3/13.2 539.7 2 6 100.7 22.7 96 123.3 99.9 23.4 95 123.6 28 E.7/13.2 539.2 2 6 27 E.3/13.2 539.2 2 6 97.7 25.7 93 123.0 98.5 24.9 94 122.8 26 D.5/13.2 539.2 2 6 25 C.5/13.2 539.2 2 6 97.2 26.1 92 123.0 98.0 25.5 93 123.8 101.2 22.3 122.6 24 B.5/13.2 539.2 2 6 23 A.7/13.2 539.2 2 6 123.6 20 E.3/13.2 538.7 2 6 123.4 96 99.8 23.8 95 22 A.3/13.2 539.2 2 6 21 E.7/13.2 538.7 2 6 19 D.5/13.2 538.7 2 6 122.8 98.7 24.4 99.4 24.1 94 22.3 96 94 18 C.5/13.2 538.7 2 6 123.4 100.9 17 B.5/13.2 538.7 2 6 123.3 100.6 22.6 16 A.7/13.2 538.7 2 6 122.0 96.9 25.9 92 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Work Order Number:1401158 Client:GTIS Acquisitions, LLC Service Date:6/7/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2262 (M):736 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.3 23.4 95 123.8 99.4 24.5 94 123.8 45 B.5/13.2 540.7 2 6 44 A.7/13.2 540.7 2 6 100.5 23.8 95 123.9 101.4 22.2 96 124.4 43 A.3/13.2 540.7 2 6 42 E.7/13.2 540.2 2 6 98.1 25.9 93 122.7 96.6 27.0 92 123.5 41 E.3/13.2 540.2 2 6 40 D.5/13.2 540.2 2 6 98.9 24.0 94 123.8 99.2 24.8 94 123.4 98.3 25.5 122.6 39 C.5/13.2 540.2 2 6 38 B.5/13.2 540.2 2 6 124.4 35 E.7/13.2 539.7 2 6 123.9 93 99.5 25.0 94 37 A.7/13.2 540.2 2 6 36 A.3/13.2 540.2 2 6 34 E.3/13.2 539.7 2 6 123.0 96.9 26.9 101.0 22.7 96 22.5 96 92 33 D.5/13.2 539.7 2 6 123.4 100.7 32 C.5/13.2 539.7 2 6 122.8 98.8 24.3 31 B.5/13.2 539.7 2 6 123.4 98.2 25.7 93 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Work Order Number:1401158 Client:GTIS Acquisitions, LLC Service Date:6/7/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/7/2024 Work Order Number:1401158 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 C.5/13.2 540.7 2 6 123.5 100.9 22.4 96 94 48 E.3/13.2 540.7 2 6 124.3 101.2 47 D.5/13.2 540.7 2 6 123.6 99.3 24.5 22.8 96 49 E.7/13.2 540.7 2 6 122.5 97.8 25.3 93 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2262 (M):736 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 531.2 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 118.3 94.0 25.8 96 D): 2270 (M):731StandardCount: 117.4 118.1 117.0 28.7 93 15 A.3/11.8 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 91.8 27.5 91.2 E.7/11.8 530.7 1 6 E.3/11.8 530.7 1 6 117.6 4921 General Location Area:Building Pad 96121.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 1401159 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/8/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear 93.3 26.6 95 25.5 96 94 25.4 94 94 96 93.7 29.9 28.6 11 C.5/11.8 530.7 1 6 12 D.5/11.8 530.7 1 6 117.1 92.6 26.5 3 B.5/11.8 530.2 1 6 2 A.7/11.8 530.2 1 6 117.2 92.0 1 A.3/11.8 530.2 1 6 117.8 93.9 9 A.7/11.8 530.7 1 6 8 A.3/11.8 530.7 1 4 C.5/11.8 530.2 10 B.5/11.8 530.7 1 6 6 7 E.7/11.8 530.2 1 6 5 D.5/11.8 530.2 1 6 117.8 117.9 91.5 28.8 93 94 93.4 26.1 95 27.4 94 6 E.3/11.8 530.2 1 6 117.4 117.7 90.6 91.3 92 93 25.696118.1 117.7 117.6 92.3 27.4 92.2 27.7 94.016 Client:GTIS Acquisitions, LLC Service Date:6/8/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Work Order Number:1401159 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 28.3 16 A.7/11.8 531.2 1 6 118.1 93.2 26.7 95 93 18 C.5/11.8 531.2 1 6 117.8 93.9 17 B.5/11.8 531.2 1 6 117.5 91.6 94.1 25.9 96 25.4 96 9319D.5/11.8 531.2 1 6 116.7 90.8 28.5 117.9 20 E.3/11.8 531.2 1 6 118.5 95 92.5 27.5 94 22 A.3/11.8 531.7 1 6 21 E.7/11.8 531.2 1 6 117.2 92.7 26.4 118.3 24 B.5/11.8 531.7 1 6 23 A.7/11.8 531.7 1 6 94.3 25.5 96 117.3 91.6 28.1 93 26 D.5/11.8 531.7 1 6 25 C.5/11.8 531.7 1 6 91.9 27.7 94 116.8 90.4 29.2 92 117.4 28 E.7/11.8 531.7 1 6 27 E.3/11.8 531.7 1 6 92.5 28.0 94 117.6 92.2 27.6 94 118.4 30 A.7/11.8 532.2 1 6 29 A.3/11.8 532.2 1 6 93.7 26.0 96 118.1 93.1 26.8 95 118.1 D): 2270 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:6/8/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear Work Order Number:1401159 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 27.5 31 B.5/11.8 532.2 1 6 117.7 91.4 28.8 93 94 33 D.5/11.8 532.2 1 6 117.9 93.3 32 C.5/11.8 532.2 1 6 117.3 92.0 91.8 27.3 94 26.4 95 9634E.3/11.8 532.2 1 6 117.7 93.6 25.7 118.0 35 E.7/11.8 532.2 1 6 116.9 96 92.3 27.8 94 37 A.7/11.8 532.7 1 6 36 A.3/11.8 532.7 1 6 118.2 94.2 25.5 118.2 39 C.5/11.8 532.7 1 6 38 B.5/11.8 532.7 1 6 93.4 26.6 95 117.8 93.8 25.6 96 41 E.3/11.8 532.7 1 6 40 D.5/11.8 532.7 1 6 92.5 27.7 94 117.4 91.3 28.6 93 118.1 43 A.3/11.8 533.2 1 6 42 E.7/11.8 532.7 1 6 93.6 25.8 96 117.7 92.4 27.4 94 117.7 45 B.5/11.8 533.2 1 6 44 A.7/11.8 533.2 1 6 93.5 26.7 95 117.8 93.9 25.5 96 118.5 D): 2270 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2270 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 125.2 98.4 27.2 93 99.9 23.395123.2 56 E.7/11.8 533.7 2 6 55 E.3/11.8 533.7 2 6 123.0 100.6 22.3 96 100.3 23.595123.9 54 D.5/11.8 533.7 2 6 53 C.5/11.8 533.7 2 6 94 52 B.5/11.8 533.7 2 6 51 A.7/11.8 533.7 2 6 122.3 96.5 26.7 92 98.6 24.494122.7 50 A.3/11.8 533.7 2 6 28.9 93 49 E.7/11.8 533.2 1 6 117.4 123.7 101.3 22.1 96 91.9 27.7 94 48 E.3/11.8 533.2 1 6 118.1 91.6 47 D.5/11.8 533.2 1 6 117.8 92.5 27.4 46 C.5/11.8 533.2 1 6 118.0 94.0 25.5 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Work Order Number:1401159 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/8/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 535.2 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 118.1 93.5 26.3 95 D): 2281 (M):727StandardCount: 117.0 117.8 117.8 27.6 94 15 A.3/11.8 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 93.9 25.5 91.7 E.7/11.8 534.7 1 6 E.3/11.8 534.7 1 6 117.0 4921 General Location Area:Building Pad 96121.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 1404475 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/10/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 92.5 27.3 94 28.4 93 96 28.4 95 96 93 91.1 26.4 28.2 11 C.5/11.8 534.7 1 6 12 D.5/11.8 534.7 1 6 118.3 94.1 25.7 3 B.5/11.8 534.2 1 6 2 A.7/11.8 534.2 1 6 118.0 93.8 1 A.3/11.8 534.2 1 6 116.8 91.0 9 A.7/11.8 534.7 1 6 8 A.3/11.8 534.7 1 4 C.5/11.8 534.2 10 B.5/11.8 534.7 1 6 6 7 E.7/11.8 534.2 1 6 5 D.5/11.8 534.2 1 6 117.9 117.8 92.3 27.6 94 96 93.2 26.5 95 25.8 94 6 E.3/11.8 534.2 1 6 117.0 118.1 93.4 91.3 95 93 25.496117.9 117.8 116.7 91.8 27.1 93.0 26.7 94.016 Client:GTIS Acquisitions, LLC Service Date:6/10/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1404475 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 28.2 16 A.7/11.8 535.2 1 6 116.8 90.3 29.4 92 93 18 C.5/11.8 535.2 1 6 116.0 90.7 17 B.5/11.8 535.2 1 6 117.4 91.6 92.0 27.3 94 27.9 93 9219D.5/11.8 535.2 1 6 116.1 90.1 28.9 116.4 20 E.3/11.8 535.2 1 6 117.1 95 90.9 28.0 93 22 A.3/11.8 535.7 1 6 21 E.7/11.8 535.2 1 6 118.1 93.3 26.6 118.3 24 B.5/11.8 535.7 1 6 23 A.7/11.8 535.7 1 6 93.8 26.1 96 117.8 93.0 26.7 95 26 D.5/11.8 535.7 1 6 25 C.5/11.8 535.7 1 6 90.9 27.7 93 117.6 92.6 27.0 94 116.1 28 E.7/11.8 535.7 1 6 27 E.3/11.8 535.7 1 6 92.9 26.5 95 117.8 93.3 26.3 95 117.5 30 A.7/11.8 536.2 1 6 29 A.3/11.8 536.2 1 6 90.8 28.6 93 116.8 90.5 29.1 92 116.8 D): 2281 (M):727 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) If applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:6/10/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1404475 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 27.2 31 B.5/11.8 536.2 1 6 118.2 93.5 26.4 95 94 33 D.5/11.8 536.2 1 6 117.2 91.8 32 C.5/11.8 536.2 1 6 117.4 92.3 91.9 26.9 94 27.7 94 9634E.3/11.8 536.2 1 6 117.6 93.7 25.5 123.7 35 E.7/11.8 536.2 1 6 116.6 92 101.2 22.2 96 37 A.7/11.8 536.7 2 6 36 A.3/11.8 536.7 2 6 122.3 96.4 26.9 123.9 39 C.5/11.8 536.7 2 6 38 B.5/11.8 536.7 2 6 99.5 24.5 94 123.1 98.7 24.7 94 41 E.3/11.8 536.7 2 6 40 D.5/11.8 536.7 2 6 98.2 23.1 93 123.1 99.6 23.6 95 120.9 43 A.3/11.8 537.2 2 6 42 E.7/11.8 536.7 2 6 100.7 22.8 96 123.1 99.7 23.5 95 123.7 45 B.5/11.8 537.2 2 6 44 A.7/11.8 537.2 2 6 98.1 25.2 93 122.9 98.8 24.4 94 122.8 D): 2281 (M):727 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2281 (M):727 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 122.5 97.5 25.6 93 98.9 24.794123.3 56 E.7/11.8 537.7 2 6 55 E.3/11.8 537.7 2 6 122.3 98.5 24.2 94 99.3 24.594123.6 54 D.5/11.8 537.7 2 6 53 C.5/11.8 537.7 2 6 95 52 B.5/11.8 537.7 2 6 51 A.7/11.8 537.7 2 6 123.5 96.9 27.4 92 97.4 26.992123.6 50 A.3/11.8 537.7 2 6 26.8 92 49 E.7/11.8 537.2 2 6 123.2 125.3 98.3 27.5 93 99.8 23.4 95 48 E.3/11.8 537.2 2 6 122.6 96.7 47 D.5/11.8 537.2 2 6 124.1 100.4 23.6 46 C.5/11.8 537.2 2 6 124.9 98.3 27.1 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Work Order Number:1404475 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/12/2024 New York, NY 10019 Weather:Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/10/2024 94 92 28.992115.6 117.7 118.1 91.6 28.9 93.1 26.4 89.716 93 6 E.3/11.8 538.2 1 6 116.6 117.0 91.8 90.0 117.2 117.2 91.5 28.1 93 93 91.7 27.8 94 28.3 4 C.5/11.8 538.2 10 B.5/11.8 538.7 1 6 6 7 E.7/11.8 538.2 1 6 5 D.5/11.8 538.2 1 6 118.3 94.2 9 A.7/11.8 538.7 1 6 8 A.3/11.8 538.7 1 116.9 90.5 29.2 3 B.5/11.8 538.2 1 6 2 A.7/11.8 538.2 1 6 116.6 90.9 1 A.3/11.8 538.2 1 6 11 C.5/11.8 538.7 1 6 12 D.5/11.8 538.7 1 6 Partly Cloudy 93.9 25.8 96 29.4 92 92 25.6 95 95 96 89.9 27.5 29.5 1404476 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/11/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 93.3 26.7 91.8 E.7/11.8 538.7 1 6 E.3/11.8 538.7 1 6 116.3 27.5 94 15 A.3/11.8 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.9 101.3 22.3 96 D): 2266 (M):729StandardCount: 117.0 118.1 118.2 14 Remarks: Test results on this report meet project specifications. 539.2 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2266 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) If applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.1 23.5 95 123.6 99.8 23.8 95 123.6 30 A.7/11.8 540.2 2 6 29 A.3/11.8 540.2 2 6 100.9 22.7 96 124.0 101.5 22.2 96 123.8 28 E.7/11.8 539.7 2 6 27 E.3/11.8 539.7 2 6 98.6 24.1 94 123.9 101.2 22.4 96 122.4 26 D.5/11.8 539.7 2 6 25 C.5/11.8 539.7 2 6 97.2 26.5 92 123.2 98.0 25.7 93 123.4 100.3 23.0 123.0 24 B.5/11.8 539.7 2 6 23 A.7/11.8 539.7 2 6 122.5 20 E.3/11.8 539.2 2 6 122.7 95 98.9 23.9 94 22 A.3/11.8 539.7 2 6 21 E.7/11.8 539.2 2 6 19 D.5/11.8 539.2 2 6 123.7 100.7 22.8 98.7 24.3 94 22.4 96 96 18 C.5/11.8 539.2 2 6 123.7 101.1 17 B.5/11.8 539.2 2 6 123.8 99.4 24.5 16 A.7/11.8 539.2 2 6 123.5 100.2 23.3 95 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1404476 Client:GTIS Acquisitions, LLC Service Date:6/11/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2266 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 96.9 26.7 92 123.0 97.6 26.0 93 122.8 44 A.7/10.2 530.2 2 6 43 A.3/10.2 530.2 2 6 100.2 23.895124.042E.7/11.8 540.7 2 6 100.4 23.0 95 123.6 100.6 22.9 96 123.5 41 E.3/11.8 540.7 2 6 40 D.5/11.8 540.7 2 6 98.1 25.6 93 123.8 101.4 22.1 96 123.5 99.2 24.5 123.2 39 C.5/11.8 540.7 2 6 38 B.5/11.8 540.7 2 6 124.2 35 E.7/11.8 540.2 2 6 123.1 94 100.5 23.6 95 37 A.7/11.8 540.7 2 6 36 A.3/11.8 540.7 2 6 34 E.3/11.8 540.2 2 6 123.3 99.2 24.3 99.9 23.2 95 22.7 96 94 33 D.5/11.8 540.2 2 6 123.7 100.8 32 C.5/11.8 540.2 2 6 124.1 101.3 22.5 31 B.5/11.8 540.2 2 6 122.7 99.1 23.8 94 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1404476 Client:GTIS Acquisitions, LLC Service Date:6/11/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/11/2024 Work Order Number:1404476 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Partly Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 45 B.5/10.2 530.2 2 6 123.6 99.2 24.6 94 93 47 D.5/10.2 530.2 2 6 122.7 98.8 46 C.5/10.2 530.2 2 6 122.7 97.6 25.7 49 E.7/10.2 530.2 2 6 24.2 94 48 E.3/10.2 530.2 2 6 123.3 124.0 101.2 22.5 96 98.4 25.3 93 51 A.7/10.2 530.7 2 6 50 A.3/10.2 530.7 2 6 123.7 100.5 23.1 95 99.7 23.695123.2 53 C.5/10.2 530.7 2 6 52 B.5/10.2 530.7 2 6 123.5 99.4 24.2 94 98.9 24.594123.1 55 E.3/10.2 530.7 2 6 54 D.5/10.2 530.7 2 6 123.5 98.3 25.6 93 100.8 22.796123.7 56 E.7/10.2 530.7 2 6 101.0 22.396123.5 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2266 (M):729 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 93 96 25.596118.0 117.3 123.4 99.5 24.0 91.2 28.6 94.016 94 6 E.3/10.2 531.2 1 6 123.6 117.1 90.9 101.1 117.5 118.0 93.4 26.3 95 94 91.5 28.4 93 27.2 4 C.5/10.2 531.2 10 B.5/10.2 531.7 2 6 6 7 E.7/10.2 531.2 1 6 5 D.5/10.2 531.2 1 6 123.6 99.1 9 A.7/10.2 531.7 2 6 8 A.3/10.2 531.7 2 118.1 93.2 26.7 3 B.5/10.2 531.2 1 6 2 A.7/10.2 531.2 1 6 117.8 92.6 1 A.3/10.2 531.2 1 6 11 C.5/10.2 531.7 2 6 12 D.5/10.2 531.7 2 6 Clear 98.8 24.4 94 23.9 94 95 24.7 93 95 94 99.3 28.8 22.3 1404477 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/12/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 5 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 100.2 23.5 98.0 E.7/10.2 531.7 2 6 E.3/10.2 531.7 2 6 123.0 25.0 93 15 A.3/10.2 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 117.3 91.6 28.1 93 D): 2280 (M):728StandardCount: 122.5 122.9 123.7 14 Remarks: Test results on this report meet project specifications. 532.2 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2280 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 91.5 28.8 93 116.8 91.1 28.2 93 117.9 30 A.7/10.2 533.2 1 6 29 A.3/10.2 533.2 1 6 92.6 27.7 94 117.5 93.0 26.3 95 118.3 28 E.7/10.2 532.7 1 6 27 E.3/10.2 532.7 1 6 93.7 25.8 96 118.1 93.2 26.7 95 117.9 26 D.5/10.2 532.7 1 6 25 C.5/10.2 532.7 1 6 92.1 27.0 94 118.2 94.1 25.6 96 117.7 93.5 25.9 117.0 24 B.5/10.2 532.7 1 6 23 A.7/10.2 532.7 1 6 117.7 20 E.3/10.2 532.2 1 6 117.6 95 93.3 26.1 95 22 A.3/10.2 532.7 1 6 21 E.7/10.2 532.2 1 6 19 D.5/10.2 532.2 1 6 117.4 91.9 27.7 92.4 27.3 94 28.6 93 94 18 C.5/10.2 532.2 1 6 117.8 91.6 17 B.5/10.2 532.2 1 6 118.5 94.5 25.4 16 A.7/10.2 532.2 1 6 117.3 92.0 27.5 94 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 5 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1404477 Client:GTIS Acquisitions, LLC Service Date:6/12/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2280 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 98.8 24.5 94 123.1 99.1 24.2 94 123.0 45 B.5/10.2 534.2 2 6 44 A.7/10.2 534.2 2 6 99.2 24.7 94 123.3 98.4 25.3 93 123.7 43 A.3/10.2 534.2 2 6 42 E.7/10.2 533.7 2 6 98.0 25.6 93 123.1 100.8 22.1 96 123.1 41 E.3/10.2 533.7 2 6 40 D.5/10.2 533.7 2 6 101.0 22.3 96 123.6 100.1 23.5 95 122.8 97.7 25.7 123.5 39 C.5/10.2 533.7 2 6 38 B.5/10.2 533.7 2 6 122.6 35 E.7/10.2 533.2 1 6 117.1 93 96.7 26.8 92 37 A.7/10.2 533.7 2 6 36 A.3/10.2 533.7 2 6 34 E.3/10.2 533.2 1 6 117.6 91.3 28.8 90.5 29.4 92 25.5 96 93 33 D.5/10.2 533.2 1 6 118.1 94.1 32 C.5/10.2 533.2 1 6 117.9 92.9 26.9 31 B.5/10.2 533.2 1 6 118.2 93.4 26.6 95 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 5 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1404477 Client:GTIS Acquisitions, LLC Service Date:6/12/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/12/2024 Work Order Number:1404477 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 5 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 C.5/10.2 534.2 2 6 123.1 98.2 25.4 93 95 48 E.3/10.2 534.2 2 6 122.0 97.7 47 D.5/10.2 534.2 2 6 122.8 99.6 23.3 50 A.3/10.2 534.7 2 6 24.9 93 49 E.7/10.2 534.2 2 6 123.3 123.7 99.3 24.6 94 98.1 25.7 93 52 B.5/10.2 534.7 2 6 51 A.7/10.2 534.7 2 6 122.8 96.9 26.7 92 96.7 26.592122.3 54 D.5/10.2 534.7 2 6 53 C.5/10.2 534.7 2 6 123.2 99.2 24.2 94 98.0 25.393122.8 56 E.7/10.2 534.7 2 6 55 E.3/10.2 534.7 2 6 123.4 99.0 24.6 94 99.9 23.095122.9 58 A.7/10.2 535.2 2 6 57 A.3/10.2 535.2 2 6 123.2 97.0 27.0 92 96.6 26.792122.4 60 C.5/10.2 535.2 2 6 59 B.5/10.2 535.2 2 6 123.5 99.3 24.4 94 98.1 25.593123.1 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2280 (M):728 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2280 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.3 22.995123.370E.7/10.2 535.7 2 6 123.9 100.5 23.3 95 99.6 23.095122.5 69 E.3/10.2 535.7 2 6 68 D.5/10.2 535.7 2 6 95 67 C.5/10.2 535.7 2 6 66 B.5/10.2 535.7 2 6 122.0 97.7 24.9 93 99.5 24.294123.6 65 A.7/10.2 535.7 2 6 25.6 93 64 A.3/10.2 535.7 2 6 122.9 123.4 100.7 22.5 96 99.8 23.1 94 63 E.7/10.2 535.2 2 6 123.6 98.4 62 E.3/10.2 535.2 2 6 123.5 99.3 24.4 61 D.5/10.2 535.2 2 6 123.0 97.0 26.8 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 5 Work Order Number:1404477 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/12/2024 96 96 23.695123.8 124.1 123.4 100.0 23.4 99.4 24.8 100.216 95 6 E.3/10.2 536.2 1 6 123.7 123.6 101.2 100.8 122.3 123.2 98.3 25.3 93 93 98.5 24.2 94 25.0 4 C.5/10.2 536.2 10 B.5/10.2 536.7 1 6 6 7 E.7/10.2 536.2 1 6 5 D.5/10.2 536.2 1 6 124.3 99.5 9 A.7/10.2 536.7 1 6 8 A.3/10.2 536.7 1 123.6 99.1 24.7 3 B.5/10.2 536.2 1 6 2 A.7/10.2 536.2 1 6 122.4 97.9 1 A.3/10.2 536.2 1 6 11 C.5/10.2 536.7 1 6 12 D.5/10.2 536.7 1 6 Clear 97.7 25.7 93 22.8 96 94 24.9 94 96 94 100.9 22.1 22.7 1404478 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 5 Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4923 General Location Area:Building Pad 96118.0 101.3 22.4 99.8 E.7/10.2 536.7 1 6 E.3/10.2 536.7 1 6 123.9 22.9 95 15 A.3/10.2 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.1 99.7 23.5 95 D): 2248 (M):732StandardCount: 122.7 122.8 124.0 14 Remarks:Test results on this report meet project specifications. 537.2 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2248 (M):732 Remarks: Test results on this report meet project specifications. Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.9 23.1 95 123.5 98.4 25.5 93 123.0 30 A.7/10.2 538.2 1 6 29 A.3/10.2 538.2 1 6 98.7 24.5 94 123.1 100.7 22.2 96 122.9 28 E.7/10.2 537.7 1 6 27 E.3/10.2 537.7 1 6 97.0 26.6 92 121.5 96.5 25.9 92 122.8 26 D.5/10.2 537.7 1 6 25 C.5/10.2 537.7 1 6 100.3 23.7 95 122.6 96.7 26.8 92 123.4 98.9 24.8 124.1 24 B.5/10.2 537.7 1 6 23 A.7/10.2 537.7 1 6 124.0 20 E.3/10.2 537.2 1 6 123.6 94 101.0 22.8 96 22 A.3/10.2 537.7 1 6 21 E.7/10.2 537.2 1 6 19 D.5/10.2 537.2 1 6 123.5 99.4 24.2 100.2 23.4 95 22.5 96 94 18 C.5/10.2 537.2 1 6 123.6 100.9 17 B.5/10.2 537.2 1 6 122.9 98.6 24.6 16 A.7/10.2 537.2 1 6 123.4 100.1 23.3 95 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 5 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Work Order Number:1404478 Client:GTIS Acquisitions, LLC Service Date:6/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2248 (M):732 Remarks: Test results on this report meet project specifications. Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 97.1 26.0 92 123.4 98.3 25.5 93 122.3 45 B.5/10.2 539.2 1 6 44 A.7/10.2 539.2 1 6 99.5 24.5 94 123.5 97.7 26.4 93 123.9 43 A.3/10.2 539.2 1 6 42 E.7/10.2 538.7 1 6 98.4 25.1 93 123.5 99.0 24.7 94 123.1 41 E.3/10.2 538.7 1 6 40 D.5/10.2 538.7 1 6 99.8 23.6 95 122.1 97.0 25.9 92 123.5 99.3 24.4 123.4 39 C.5/10.2 538.7 1 6 38 B.5/10.2 538.7 1 6 123.3 35 E.7/10.2 538.2 1 6 123.5 94 98.1 25.7 93 37 A.7/10.2 538.7 1 6 36 A.3/10.2 538.7 1 6 34 E.3/10.2 538.2 1 6 122.9 99.6 23.4 99.0 24.7 94 22.3 96 95 33 D.5/10.2 538.2 1 6 123.3 100.8 32 C.5/10.2 538.2 1 6 122.3 97.6 25.3 31 B.5/10.2 538.2 1 6 123.9 99.2 24.9 94 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 5 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Work Order Number:1404478 Client:GTIS Acquisitions, LLC Service Date:6/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/13/2024 Work Order Number:1404478 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 5 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 C.5/10.2 539.2 1 6 123.8 100.9 22.7 96 93 48 E.3/10.2 539.2 1 6 121.8 97.5 47 D.5/10.2 539.2 1 6 123.1 98.1 25.5 50 A.3/10.2 539.7 1 6 24.9 93 49 E.7/10.2 539.2 1 6 122.4 122.2 96.9 26.1 92 97.8 25.2 93 52 B.5/10.2 539.7 1 6 51 A.7/10.2 539.7 1 6 123.1 99.2 24.1 94 96.7 26.392122.1 54 D.5/10.2 539.7 1 6 53 C.5/10.2 539.7 1 6 124.0 101.2 22.5 96 99.4 24.494123.7 56 E.7/10.2 539.7 1 6 55 E.3/10.2 539.7 1 6 123.6 100.2 23.4 95 100.5 23.295123.8 58 A.7/10.2 540.2 1 6 57 A.3/10.2 540.2 1 6 122.6 97.6 25.6 93 101.1 22.296123.5 60 C.5/10.2 540.2 1 6 59 B.5/10.2 540.2 1 6 123.1 98.7 24.7 94 99.0 24.594123.3 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2248 (M):732 Remarks: Test results on this report meet project specifications. Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2248 (M):732 Remarks: Test results on this report meet project specifications. Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.4 23.595124.070E.7/10.2 540.7 1 6 122.8 97.7 25.7 93 99.2 24.694123.6 69 E.3/10.2 540.7 1 6 68 D.5/10.2 540.7 1 6 92 67 C.5/10.2 540.7 1 6 66 B.5/10.2 540.7 1 6 123.1 100.6 22.4 96 97.1 26.592122.8 65 A.7/10.2 540.7 1 6 23.5 94 64 A.3/10.2 540.7 1 6 122.6 122.9 97.5 26.0 93 96.8 26.7 96 63 E.7/10.2 540.2 1 6 122.5 99.2 62 E.3/10.2 540.2 1 6 123.8 100.9 22.7 61 D.5/10.2 540.2 1 6 123.3 100.3 22.9 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 5 Work Order Number:1404478 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/13/2024 93 94 25.293122.2 122.8 122.5 97.3 25.9 97.0 26.6 97.616 92 6 E.7/9.0 530.2 1 6 122.9 123.0 98.1 99.0 123.0 122.8 98.5 24.7 94 93 98.8 24.5 94 25.5 4 D.5/9.0 530.2 10 D.5/9.0 530.7 1 6 6 7 A.5/9.0 530.7 1 6 5 E.3/9.0 530.2 1 6 122.9 97.7 9 C.5/9.0 530.7 1 6 8 B.5/9.0 530.7 1 123.2 97.2 26.7 3 C.5/9.0 530.2 1 6 2 B.5/9.0 530.2 1 6 123.4 98.3 1 A.5/9.0 530.2 1 6 11 E.3/9.0 530.7 1 6 12 E.7/9.0 530.7 1 6 Clear 99.4 24.5 94 24.8 94 92 25.8 92 94 93 99.1 25.4 24.1 1404479 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/14/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 6 Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4923 General Location Area:Building Pad 96118.0 98.6 23.9 99.8 B.5/9.0 531.2 1 6 A.5/9.0 531.2 1 6 123.7 23.4 95 15 C.5/9.0 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 122.4 96.9 26.3 92 D): 2260 (M):730StandardCount: 123.2 123.8 122.2 14 Remarks:Test results on this report meet project specifications. 531.2 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2260 (M):730 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.6 23.6 95 122.5 99.7 22.9 95 123.1 30 E.7/9.0 532.2 1 6 29 E.3/9.0 532.2 1 6 101.1 22.3 96 123.2 98.2 25.5 93 123.6 28 D.5/9.0 532.2 1 6 27 C.5/9.0 532.2 1 6 99.5 24.6 94 123.9 100.4 23.4 95 124.0 26 B.5/9.0 532.2 1 6 25 A.5/9.0 532.2 1 6 98.3 25.0 93 122.8 98.9 24.2 94 121.5 96.6 25.8 122.9 24 E.7/9.0 531.7 1 6 23 E.3/9.0 531.7 1 6 122.9 20 B.5/9.0 531.7 1 6 122.8 92 97.1 26.6 92 22 D.5/9.0 531.7 1 6 21 C.5/9.0 531.7 1 6 19 A.5/9.0 531.7 1 6 122.8 98.7 24.4 99.6 23.3 95 25.3 93 94 18 E.7/9.0 531.2 1 6 122.8 98.0 17 E.3/9.0 531.2 1 6 122.8 97.4 26.1 16 D.5/9.0 531.2 1 6 123.6 99.9 23.7 95 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 6 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Work Order Number:1404479 Client:GTIS Acquisitions, LLC Service Date:6/14/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2260 (M):730 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 98.4 25.0 93 123.6 100.2 23.4 95 123.0 45 C.5/9.0 533.7 1 6 44 B.5/9.0 533.7 1 6 99.3 24.8 94 121.6 96.6 25.9 92 123.9 43 A.5/9.0 533.7 1 6 42 E.7/9.0 533.2 1 6 98.0 25.7 93 123.1 100.1 23.0 95 123.2 41 E.3/9.0 533.2 1 6 40 D.5/9.0 533.2 1 6 99.9 23.6 95 122.8 98.2 25.1 93 123.6 99.4 24.3 123.5 39 C.5/9.0 533.2 1 6 38 B.5/9.0 533.2 1 6 123.6 35 E.3/9.0 532.7 1 6 122.4 94 100.9 22.5 96 37 A.5/9.0 533.2 1 6 36 E.7/9.0 532.7 1 6 34 D.5/9.0 532.7 1 6 122.7 97.7 25.6 97.0 26.2 92 25.2 93 93 33 C.5/9.0 532.7 1 6 122.8 98.1 32 B.5/9.0 532.7 1 6 123.1 100.8 22.1 31 A.5/9.0 532.7 1 6 123.5 99.2 24.5 94 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 6 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Work Order Number:1404479 Client:GTIS Acquisitions, LLC Service Date:6/14/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/14/2024 Work Order Number:1404479 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 6 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 D.5/9.0 533.7 1 6 122.5 96.7 26.7 92 92 48 E.7/9.0 533.7 1 6 122.9 98.8 47 E.3/9.0 533.7 1 6 122.4 97.0 26.2 50 B.5/9.0 534.2 1 6 24.4 94 49 A.5/9.0 534.2 1 6 122.5 122.2 96.9 26.1 92 97.5 25.6 93 52 D.5/9.0 534.2 1 6 51 C.5/9.0 534.2 1 6 123.8 99.2 24.8 94 98.1 25.593123.1 54 E.7/9.0 534.2 1 6 53 E.3/9.0 534.2 1 6 122.5 98.6 24.2 94 96.8 25.992121.9 56 B.5/9.0 534.7 1 6 55 A.5/9.0 534.7 1 6 122.5 98.9 23.9 94 97.7 25.093122.1 58 D.5/9.0 534.7 1 6 57 C.5/9.0 534.7 1 6 122.6 96.5 27.0 92 100.3 23.395123.7 60 E.7/9.0 534.7 1 6 59 E.3/9.0 534.7 1 6 123.3 98.9 24.7 94 98.3 25.193123.0 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2260 (M):730 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2260 (M):730 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 123.6 100.9 22.5 96 100.5 23.695124.2 75 C.5/9.0 536.2 1 6 74 B.5/9.0 536.2 1 6 122.3 98.5 24.2 94 98.0 25.993123.4 73 A.5/9.0 536.2 1 6 72 E.7/9.0 535.7 1 6 124.3 100.4 23.8 95 98.9 24.094122.6 71 E.3/9.0 535.7 1 6 70 D.5/9.0 535.7 1 6 123.3 98.1 25.7 93 98.4 25.393123.3 69 C.5/9.0 535.7 1 6 68 B.5/9.0 535.7 1 6 94 67 A.5/9.0 535.7 1 6 66 E.7/9.0 535.2 1 6 123.3 100.7 22.4 96 101.1 22.796124.0 65 E.3/9.0 535.2 1 6 26.5 92 64 D.5/9.0 535.2 1 6 122.9 123.6 100.3 23.2 95 98.6 24.6 95 63 C.5/9.0 535.2 1 6 122.8 97.1 62 B.5/9.0 535.2 1 6 123.3 99.9 23.4 61 A.5/9.0 535.2 1 6 123.6 101.2 22.1 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 6 Work Order Number:1404479 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/14/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/14/2024 Work Order Number:1404479 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:6 of 6 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 76 D.5/9.0 536.2 1 6 122.9 96.9 26.8 92 93 78 E.7/9.0 536.2 1 6 123.3 99.0 77 E.3/9.0 536.2 1 6 123.0 98.1 25.4 80 B.5/9.0 536.7 1 6 24.5 94 79 A.5/9.0 536.7 1 6 123.2 122.6 97.9 25.2 93 97.3 26.6 92 82 D.5/9.0 536.7 1 6 81 C.5/9.0 536.7 1 6 124.2 101.4 22.5 96 100.2 23.495123.6 84 E.7/9.0 536.7 1 6 83 E.3/9.0 536.7 1 6 123.2 98.0 25.7 93 99.5 24.194123.5 86 B.5/9.0 537.2 1 6 85 A.5/9.0 537.2 1 6 122.5 97.3 25.9 92 97.6 25.593122.5 88 D.5/9.0 537.2 1 6 87 C.5/9.0 537.2 1 6 122.3 98.5 24.2 94 99.6 23.395122.8 90 E.7/9.0 537.2 1 6 89 E.3/9.0 537.2 1 6 123.1 97.7 26.0 93 97.1 26.892123.1 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2260 (M):730 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 95 93 25.796117.9 118.6 122.9 98.1 25.3 93.5 26.8 93.816 93 6 E.7/9.0 537.7 1 6 122.0 123.6 100.2 97.5 118.2 117.6 92.4 27.3 94 95 94.1 25.6 96 26.4 4 D.5/9.0 537.7 10 D.5/9.0 538.2 2 6 6 7 A.5/9.0 538.2 2 6 5 E.3/9.0 537.7 1 6 122.8 97.8 9 C.5/9.0 538.2 2 6 8 B.5/9.0 538.2 2 117.3 91.5 28.2 3 C.5/9.0 537.7 1 6 2 B.5/9.0 537.7 1 6 117.8 93.2 1 A.5/9.0 537.7 1 6 11 E.3/9.0 538.2 2 6 12 E.7/9.0 538.2 2 6 Clear 100.3 23.7 95 22.4 96 93 25.6 95 94 93 101.1 23.4 25.1 1408287 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/15/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 99.4 24.2 99.5 B.5/9.0 538.7 2 6 A.5/9.0 538.7 2 6 123.7 24.5 94 15 C.5/9.0 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.8 100.4 23.3 95 D): 2282 (M):732StandardCount: 123.9 124.1 123.5 14 Remarks:Test results on this report meet project specifications. 538.7 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2282 (M):732 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 93.4 26.1 95 116.2 91.3 27.3 93 117.8 30 E.7/9.0 539.7 1 6 29 E.3/9.0 539.7 1 6 91.1 27.5 93 116.3 92.0 26.4 94 116.2 28 D.5/9.0 539.7 1 6 27 C.5/9.0 539.7 1 6 93.5 26.0 95 116.9 92.2 26.8 94 117.8 26 B.5/9.0 539.7 1 6 25 A.5/9.0 539.7 1 6 93.3 26.6 95 118.0 94.0 25.5 96 118.2 92.7 27.5 118.1 24 E.7/9.0 539.2 1 6 23 E.3/9.0 539.2 1 6 117.7 20 B.5/9.0 539.2 1 6 118.0 95 93.1 26.4 95 22 D.5/9.0 539.2 1 6 21 C.5/9.0 539.2 1 6 19 A.5/9.0 539.2 1 6 116.5 91.0 28.0 91.7 28.7 94 24.8 94 93 18 E.7/9.0 538.7 2 6 124.2 99.5 17 E.3/9.0 538.7 2 6 123.0 98.9 24.4 16 D.5/9.0 538.7 2 6 123.3 100.8 22.3 96 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Work Order Number:1408287 Client:GTIS Acquisitions, LLC Service Date:6/15/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2282 (M):732 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 101.4 22.196123.842E.7/9.0 540.7 2 6 99.1 24.5 94 123.9 101.2 22.4 96 123.4 41 E.3/9.0 540.7 2 6 40 D.5/9.0 540.7 2 6 100.9 22.2 96 123.6 100.2 23.4 95 123.0 97.9 25.6 123.3 39 C.5/9.0 540.7 2 6 38 B.5/9.0 540.7 2 6 122.3 35 E.3/9.0 540.2 2 6 123.1 93 96.6 26.6 92 37 A.5/9.0 540.7 2 6 36 E.7/9.0 540.2 2 6 34 D.5/9.0 540.2 2 6 122.9 100.7 22.0 98.1 25.5 93 24.6 94 96 33 C.5/9.0 540.2 2 6 123.6 99.2 32 B.5/9.0 540.2 2 6 122.9 98.8 24.4 31 A.5/9.0 540.2 2 6 123.1 99.0 24.3 94 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Clear Work Order Number:1408287 Client:GTIS Acquisitions, LLC Service Date:6/15/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 93 95 23.295122.7 122.9 123.2 99.2 24.2 97.8 25.7 99.626 94 6 E.7/8.0 530.2 2 6 123.0 123.3 98.0 99.6 122.5 123.3 100.7 22.4 96 94 97.5 25.6 93 24.5 4 D.5/8.0 530.2 10 D.5/8.0 530.7 2 6 6 7 A.5/8.0 530.7 2 6 5 E.3/8.0 530.2 2 6 122.9 96.9 9 C.5/8.0 530.7 2 6 8 B.5/8.0 530.7 2 123.9 101.3 22.3 3 C.5/8.0 530.2 2 6 2 B.5/8.0 530.2 2 6 123.8 99.4 1 A.5/8.0 530.2 2 6 11 E.3/8.0 530.7 2 6 12 E.7/8.0 530.7 2 6 Partly Cloudy 100.1 23.7 95 25.5 96 96 26.8 93 95 92 94.1 25.8 23.5 1408289 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/17/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 100.4 23.3 92.3 B.5/8.0 531.2 1 6 A.5/8.0 531.2 1 6 118.1 27.6 94 15 C.5/8.0 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 117.8 92.5 27.4 94 D): 2250 (M):726StandardCount: 117.8 123.8 123.8 14 Remarks:Test results on this report meet project specifications. 531.2 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2250 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 93.4 26.4 95 117.6 92.6 27.0 94 118.1 30 E.7/8.0 532.2 1 6 29 E.3/8.0 532.2 1 6 90.6 28.9 92 115.6 91.9 25.8 94 116.8 28 D.5/8.0 532.2 1 6 27 C.5/8.0 532.2 1 6 91.8 27.2 94 117.4 93.2 26.0 95 116.8 26 B.5/8.0 532.2 1 6 25 A.5/8.0 532.2 1 6 93.8 25.4 96 117.5 92.3 27.3 94 118.1 93.1 26.8 117.6 24 E.7/8.0 531.7 1 6 23 E.3/8.0 531.7 1 6 117.7 20 B.5/8.0 531.7 1 6 117.5 95 93.7 25.6 96 22 D.5/8.0 531.7 1 6 21 C.5/8.0 531.7 1 6 19 A.5/8.0 531.7 1 6 117.6 92.5 27.1 92.9 26.5 95 25.7 96 94 18 E.7/8.0 531.2 1 6 117.7 93.6 17 E.3/8.0 531.2 1 6 117.9 93.4 26.2 16 D.5/8.0 531.2 1 6 117.1 91.3 28.3 93 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1408289 Client:GTIS Acquisitions, LLC Service Date:6/17/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2250 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.1 24.0 94 122.7 99.8 22.9 95 122.9 45 C.5/8.0 533.7 2 6 44 B.5/8.0 533.7 2 6 100.8 22.3 96 122.5 97.7 25.4 93 123.3 43 A.5/8.0 533.7 2 6 42 E.7/8.0 533.2 2 6 99.2 24.2 94 124.2 101.3 22.6 96 123.2 41 E.3/8.0 533.2 2 6 40 D.5/8.0 533.2 2 6 99.9 23.3 95 123.0 98.0 25.5 93 123.2 99.3 24.1 123.2 39 C.5/8.0 533.2 2 6 38 B.5/8.0 533.2 2 6 124.1 35 E.3/8.0 532.7 2 6 123.1 94 101.2 22.6 96 37 A.5/8.0 533.2 2 6 36 E.7/8.0 532.7 2 6 34 D.5/8.0 532.7 2 6 122.8 98.5 24.7 99.7 23.5 95 24.4 94 94 33 C.5/8.0 532.7 2 6 123.3 99.1 32 B.5/8.0 532.7 2 6 123.5 98.3 25.6 31 A.5/8.0 532.7 2 6 123.9 100.9 22.8 96 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1408289 Client:GTIS Acquisitions, LLC Service Date:6/17/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2250 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 123.4 100.2 23.2 95 99.2 24.194123.1 60 E.7/8.0 534.7 2 6 59 E.3/8.0 534.7 2 6 122.4 96.7 26.6 92 100.6 22.796123.4 58 D.5/8.0 534.7 2 6 57 C.5/8.0 534.7 2 6 123.7 101.0 22.5 96 99.3 24.494123.5 56 B.5/8.0 534.7 2 6 55 A.5/8.0 534.7 2 6 123.1 98.2 25.4 93 99.7 23.495123.0 54 E.7/8.0 534.2 2 6 53 E.3/8.0 534.2 2 6 96 52 D.5/8.0 534.2 2 6 51 C.5/8.0 534.2 2 6 123.6 99.4 24.3 94 100.3 23.595123.9 50 B.5/8.0 534.2 2 6 25.5 93 49 A.5/8.0 534.2 2 6 123.2 123.1 99.5 23.7 94 100.7 22.3 92 48 E.7/8.0 533.7 2 6 123.0 98.0 47 E.3/8.0 533.7 2 6 122.7 97.1 26.4 46 D.5/8.0 533.7 2 6 122.5 96.8 26.6 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Work Order Number:1408289 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Partly Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/17/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks:Test results on this report meet project specifications. 536.2 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 118.2 93.5 26.4 95 D): 2275 (M):731StandardCount: 118.2 118.1 118.2 25.5 96 15 C.5/8.0 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 94.1 25.6 94.2 B.5/8.0 536.2 1 6 A.5/8.0 536.2 1 6 116.9 4921 General Location Area:Building Pad 96121.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 4 1408290 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/18/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Cloudy 93.9 25.8 96 27.2 94 96 26.2 95 96 95 91.9 29.1 28.4 11 E.3/8.0 535.7 1 6 12 E.7/8.0 535.7 1 6 117.9 94.0 25.4 3 C.5/8.0 535.2 1 6 2 B.5/8.0 535.2 1 6 116.9 92.7 1 A.5/8.0 535.2 1 6 117.9 93.4 9 C.5/8.0 535.7 1 6 8 B.5/8.0 535.7 1 4 D.5/8.0 535.2 10 D.5/8.0 535.7 1 6 6 7 A.5/8.0 535.7 1 6 5 E.3/8.0 535.2 1 6 117.9 117.7 93.8 25.5 96 95 92.3 27.7 94 26.1 94 6 E.7/8.0 535.2 1 6 116.8 116.8 90.5 91.0 92 93 27.994117.5 117.8 116.9 91.7 27.5 93.3 26.3 91.916 Client:GTIS Acquisitions, LLC Service Date:6/18/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1408290 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 26.3 16 D.5/8.0 536.2 1 6 117.5 92.7 26.8 95 95 18 E.7/8.0 536.2 1 6 117.7 93.8 17 E.3/8.0 536.2 1 6 117.7 93.2 92.2 27.4 94 25.5 96 9619A.5/8.0 536.7 1 6 118.3 94.1 25.7 116.7 20 B.5/8.0 536.7 1 6 117.5 95 90.6 28.8 92 22 D.5/8.0 536.7 1 6 21 C.5/8.0 536.7 1 6 117.7 93.3 26.1 116.9 24 E.7/8.0 536.7 1 6 23 E.3/8.0 536.7 1 6 91.7 27.5 94 117.3 91.2 28.6 93 26 B.5/8.0 537.2 2 6 25 A.5/8.0 537.2 2 6 97.3 26.0 92 122.0 96.9 25.9 92 122.6 28 D.5/8.0 537.2 2 6 27 C.5/8.0 537.2 2 6 99.4 24.7 94 124.1 100.5 23.5 95 124.0 30 E.7/8.0 537.2 2 6 29 E.3/8.0 537.2 2 6 101.2 22.3 96 123.8 99.5 24.4 94 123.8 D): 2275 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:6/18/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1408290 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 25.7 31 A.5/8.0 537.7 2 6 123.8 101.3 22.2 96 93 33 C.5/8.0 537.7 2 6 122.3 99.7 32 B.5/8.0 537.7 2 6 123.2 98.0 97.6 25.5 93 22.7 95 9434D.5/8.0 537.7 2 6 123.1 99.0 24.3 123.3 35 E.3/8.0 537.7 2 6 122.5 96 100.3 22.9 95 37 A.5/8.0 538.2 2 6 36 E.7/8.0 537.7 2 6 123.7 101.1 22.4 123.2 39 C.5/8.0 538.2 2 6 38 B.5/8.0 538.2 2 6 98.8 24.7 94 122.8 97.1 26.5 92 41 E.3/8.0 538.2 2 6 40 D.5/8.0 538.2 2 6 98.5 24.3 94 125.5 100.2 25.2 95 122.4 43 A.5/8.0 538.7 2 6 42 E.7/8.0 538.2 2 6 99.3 24.6 94 123.2 100.6 22.5 96 123.7 45 C.5/8.0 538.7 2 6 44 B.5/8.0 538.7 2 6 97.5 25.8 93 122.9 97.3 26.3 92 122.7 D): 2275 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/18/2024 Work Order Number:1408290 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/21/2024 New York, NY 10019 Weather:Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 4 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 D.5/8.0 538.7 2 6 122.5 98.6 24.2 94 94 48 E.7/8.0 538.7 2 6 123.6 100.8 47 E.3/8.0 538.7 2 6 123.8 99.2 24.8 22.6 96 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2275 (M):731 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks:Test results on this report meet project specifications. 535.7 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 118.0 94.1 25.4 96 D): 2254 (M):729StandardCount: 123.7 122.4 122.5 25.8 93 15 A.3/6.7 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 96.8 26.6 98.3 E.7/6.7 535.2 2 6 E.3/6.7 535.2 2 6 122.6 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 7 1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy 97.6 25.4 93 25.2 93 94 22.4 95 92 95 97.9 26.8 26.7 11 C.5/6.7 535.2 2 6 12 D.5/6.7 535.2 2 6 117.5 92.0 27.7 3 B.5/6.7 534.7 1 6 2 A.7/6.7 534.7 1 6 116.3 90.3 1 A.3/6.7 534.7 1 6 123.0 100.5 9 A.7/6.7 535.2 2 6 8 A.3/6.7 535.2 2 4 C.5/6.7 534.7 10 B.5/6.7 535.2 2 6 6 7 E.7/6.7 534.7 1 6 5 D.5/6.7 534.7 1 6 118.0 118.1 93.2 26.7 95 92 94.0 25.5 96 28.8 95 6 E.3/6.7 534.7 1 6 123.3 118.4 93.4 97.3 95 92 25.596117.8 117.1 122.9 99.7 23.3 92.8 26.2 93.916 Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 7 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 25.6 16 A.7/6.7 535.7 1 6 117.5 92.4 27.2 94 96 18 C.5/6.7 535.7 1 6 117.9 93.3 17 B.5/6.7 535.7 1 6 118.1 94.0 92.6 27.5 94 26.4 95 9319D.5/6.7 535.7 1 6 117.3 91.6 28.1 117.3 20 E.3/6.7 535.7 1 6 118.1 92 93.0 26.1 95 22 A.3/6.7 536.2 2 6 21 E.7/6.7 535.7 1 6 122.2 96.8 26.2 122.6 24 B.5/6.7 536.2 2 6 23 A.7/6.7 536.2 2 6 97.5 25.7 93 122.6 97.8 25.4 93 26 D.5/6.7 536.2 2 6 25 C.5/6.7 536.2 2 6 99.9 23.1 95 122.7 96.8 26.8 92 123.0 28 E.7/6.7 536.2 2 6 27 E.3/6.7 536.2 2 6 98.7 24.4 94 124.0 99.5 24.6 94 122.8 30 A.7/6.7 536.7 1 6 29 A.3/6.7 536.7 1 6 93.8 25.5 96 117.0 91.9 27.3 94 117.7 D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 7 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 29.7 31 B.5/6.7 536.7 1 6 117.6 93.2 26.2 95 92 33 D.5/6.7 536.7 1 6 116.8 92.0 32 C.5/6.7 536.7 1 6 117.4 90.5 91.4 28.7 93 27.0 94 9534E.3/6.7 536.7 1 6 117.9 93.2 26.5 123.7 35 E.7/6.7 536.7 1 6 117.6 94 101.2 22.2 96 37 A.7/6.7 537.2 2 6 36 A.3/6.7 537.2 2 6 123.3 99.1 24.4 123.7 39 C.5/6.7 537.2 2 6 38 B.5/6.7 537.2 2 6 100.9 22.6 96 123.6 101.3 22.0 96 41 E.3/6.7 537.2 2 6 40 D.5/6.7 537.2 2 6 100.2 23.5 95 123.8 99.4 24.5 94 123.7 43 A.3/6.7 537.7 2 6 42 E.7/6.7 537.2 2 6 100.3 23.3 95 123.4 100.6 22.7 96 123.7 45 B.5/6.7 537.7 2 6 44 A.7/6.7 537.7 2 6 100.8 23.0 96 122.8 98.9 24.2 94 124.0 D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 7 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 46 C.5/6.7 537.7 2 6 123.3 97.8 26.1 93 94 48 E.3/6.7 537.7 2 6 122.7 97.6 47 D.5/6.7 537.7 2 6 122.6 99.5 23.2 50 A.3/6.7 538.2 2 6 25.7 93 49 E.7/6.7 537.7 2 6 122.6 123.3 100.2 23.1 95 98.5 24.5 94 52 B.5/6.7 538.2 2 6 51 A.7/6.7 538.2 2 6 123.4 100.1 23.3 95 99.4 24.694123.9 54 D.5/6.7 538.2 2 6 53 C.5/6.7 538.2 2 6 123.8 101.1 22.5 96 99.6 23.195122.6 56 E.7/6.7 538.2 2 6 55 E.3/6.7 538.2 2 6 123.1 99.3 24.0 94 100.6 22.796123.4 58 A.7/6.7 538.7 2 6 57 A.3/6.7 538.7 2 6 122.7 96.8 26.8 92 100.4 23.495123.9 60 C.5/6.7 538.7 2 6 59 B.5/6.7 538.7 2 6 123.2 99.1 24.3 94 97.4 25.992122.6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2254 (M):729 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 7 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 61 D.5/6.7 538.7 2 6 122.6 98.6 24.3 94 94 63 E.7/6.7 538.7 2 6 122.6 98.1 62 E.3/6.7 538.7 2 6 123.9 99.5 24.5 65 A.7/6.7 539.2 2 6 25.0 93 64 A.3/6.7 539.2 2 6 123.8 123.3 100.9 22.2 96 100.4 23.3 95 67 C.5/6.7 539.2 2 6 66 B.5/6.7 539.2 2 6 122.5 97.9 25.1 93 96.8 26.892122.7 69 E.3/6.7 539.2 2 6 68 D.5/6.7 539.2 2 6 123.2 98.4 25.2 93 97.7 24.893121.9 71 A.3/6.7 539.7 2 6 70 E.7/6.7 539.2 2 6 123.7 100.1 23.6 95 98.8 24.794123.2 73 B.5/6.7 539.7 2 6 72 A.7/6.7 539.7 2 6 122.6 96.9 26.5 92 101.2 22.196123.6 75 D.5/6.7 539.7 2 6 74 C.5/6.7 539.7 2 6 122.8 98.1 25.2 93 97.3 25.992122.5 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2254 (M):729 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 122.4 99.6 22.9 95 100.9 22.496123.5 90 E.5/6.7 540.7 2 6 89 D.5/6.7 540.7 2 6 123.6 101.2 22.1 96 99.2 24.594123.5 88 C.5/6.7 540.7 2 6 87 B.5/6.7 540.7 2 6 122.7 99.7 23.1 95 100.2 23.695123.8 86 A.7/6.7 540.7 2 6 85 A.3/6.7 540.7 2 6 124.4 101.4 22.7 96 100.5 23.095123.6 84 E.7/6.7 540.2 2 6 83 E.3/6.7 540.2 2 6 95 82 D.5/6.7 540.2 2 6 81 C.5/6.7 540.2 2 6 123.2 99.2 24.2 94 98.5 24.494122.5 80 B.5/6.7 540.2 2 6 24.5 94 79 A.7/6.7 540.2 2 6 122.8 123.6 99.0 24.8 94 99.6 23.3 95 78 A.3/6.7 540.2 2 6 122.9 98.7 77 E.7/6.7 539.7 2 6 123.2 100.1 23.1 76 E.3/6.7 539.7 2 6 123.3 100.7 22.4 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:6 of 7 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 92.0 27.394117.1104E.7/5.2 530.7 1 6 117.5 92.7 26.7 95 93.8 25.696117.8 103 E.3/5.2 530.7 1 6 102 D.5/5.2 530.7 1 6 117.6 92.9 26.6 95 92.6 27.594118.1 101 C.5/5.2 530.7 1 6 100 B.5/5.2 530.7 1 6 117.5 91.5 28.4 93 93.4 26.095117.7 99 A.7/5.2 530.7 1 6 98 A.3/5.2 530.7 1 6 94 97 E.7/5.2 530.2 1 6 96 E.3/5.2 530.2 1 6 118.3 94.0 25.8 96 92.8 26.395117.2 95 D.5/5.2 530.2 1 6 25.8 96 94 C.5/5.2 530.2 1 6 117.0 118.3 92.6 27.7 94 91.9 27.3 96 93 B.5/5.2 530.2 1 6 117.9 93.7 92 A.7/5.2 530.2 1 6 118.0 94.1 25.4 91 A.3/5.2 530.2 1 6 117.9 93.2 26.5 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:7 of 7 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 95 92 25.596117.8 117.1 122.9 99.7 23.3 92.8 26.2 93.916 95 6 E.3/6.7 534.7 1 6 123.3 118.4 93.4 97.3 118.0 118.1 93.2 26.7 95 92 94.0 25.5 96 28.8 4 C.5/6.7 534.7 10 B.5/6.7 535.2 2 6 6 7 E.7/6.7 534.7 1 6 5 D.5/6.7 534.7 1 6 123.0 100.5 9 A.7/6.7 535.2 2 6 8 A.3/6.7 535.2 2 117.5 92.0 27.7 3 B.5/6.7 534.7 1 6 2 A.7/6.7 534.7 1 6 116.3 90.3 1 A.3/6.7 534.7 1 6 11 C.5/6.7 535.2 2 6 12 D.5/6.7 535.2 2 6 Mostly Cloudy 97.6 25.4 93 25.2 93 94 22.4 95 92 95 97.9 26.8 26.7 1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 7 105.3 Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown and Brown Sandy Clay 39 98.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4921 4 92 General Location Area:Building Pad 96 96218.0 1 21.4 3 96.8 26.6 98.3 E.7/6.7 535.2 2 6 E.3/6.7 535.2 2 6 122.6 25.8 93 15 A.3/6.7 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 118.0 94.1 25.4 96 D): 2254 (M):729StandardCount: 123.7 122.4 122.5 14 Remarks:Test results on this report meet project specifications. 535.7 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 93.8 25.5 96 117.0 91.9 27.3 94 117.7 30 A.7/6.7 536.7 1 6 29 A.3/6.7 536.7 1 6 98.7 24.4 94 124.0 99.5 24.6 94 122.8 28 E.7/6.7 536.2 2 6 27 E.3/6.7 536.2 2 6 99.9 23.1 95 122.7 96.8 26.8 92 123.0 26 D.5/6.7 536.2 2 6 25 C.5/6.7 536.2 2 6 97.5 25.7 93 122.6 97.8 25.4 93 122.2 96.8 26.2 122.6 24 B.5/6.7 536.2 2 6 23 A.7/6.7 536.2 2 6 117.3 20 E.3/6.7 535.7 1 6 118.1 92 93.0 26.1 95 22 A.3/6.7 536.2 2 6 21 E.7/6.7 535.7 1 6 19 D.5/6.7 535.7 1 6 117.3 91.6 28.1 92.6 27.5 94 26.4 95 93 18 C.5/6.7 535.7 1 6 117.9 93.3 17 B.5/6.7 535.7 1 6 118.1 94.0 25.6 16 A.7/6.7 535.7 1 6 117.5 92.4 27.2 94 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 7 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Work Order Number:1408292 Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 100.8 23.0 96 122.8 98.9 24.2 94 124.0 45 B.5/6.7 537.7 2 6 44 A.7/6.7 537.7 2 6 100.3 23.3 95 123.4 100.6 22.7 96 123.7 43 A.3/6.7 537.7 2 6 42 E.7/6.7 537.2 2 6 100.2 23.5 95 123.8 99.4 24.5 94 123.7 41 E.3/6.7 537.2 2 6 40 D.5/6.7 537.2 2 6 100.9 22.6 96 123.6 101.3 22.0 96 123.3 99.1 24.4 123.7 39 C.5/6.7 537.2 2 6 38 B.5/6.7 537.2 2 6 123.7 35 E.7/6.7 536.7 1 6 117.6 94 101.2 22.2 96 37 A.7/6.7 537.2 2 6 36 A.3/6.7 537.2 2 6 34 E.3/6.7 536.7 1 6 117.9 93.2 26.5 91.4 28.7 93 27.0 94 95 33 D.5/6.7 536.7 1 6 116.8 92.0 32 C.5/6.7 536.7 1 6 117.4 90.5 29.7 31 B.5/6.7 536.7 1 6 117.6 93.2 26.2 95 92 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 92 96 9296DarkBrownandBrownSandyClay392318.0 105.3 4 Material Description/Classification PI Dark Brown Clay with Sand 38 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 21.4 98.0 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 7 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Work Order Number:1408292 Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 123.2 99.1 24.3 94 97.4 25.992122.6 60 C.5/6.7 538.7 2 6 59 B.5/6.7 538.7 2 6 122.7 96.8 26.8 92 100.4 23.495123.9 58 A.7/6.7 538.7 2 6 57 A.3/6.7 538.7 2 6 123.1 99.3 24.0 94 100.6 22.796123.4 56 E.7/6.7 538.2 2 6 55 E.3/6.7 538.2 2 6 123.8 101.1 22.5 96 99.6 23.195122.6 54 D.5/6.7 538.2 2 6 53 C.5/6.7 538.2 2 6 94 52 B.5/6.7 538.2 2 6 51 A.7/6.7 538.2 2 6 123.4 100.1 23.3 95 99.4 24.694123.9 50 A.3/6.7 538.2 2 6 25.7 93 49 E.7/6.7 537.7 2 6 122.6 123.3 100.2 23.1 95 98.5 24.5 94 48 E.3/6.7 537.7 2 6 122.7 97.6 47 D.5/6.7 537.7 2 6 122.6 99.5 23.2 46 C.5/6.7 537.7 2 6 123.3 97.8 26.1 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:4 of 7 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2254 (M):729 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 122.8 98.1 25.2 93 97.3 25.992122.5 75 D.5/6.7 539.7 2 6 74 C.5/6.7 539.7 2 6 122.6 96.9 26.5 92 101.2 22.196123.6 73 B.5/6.7 539.7 2 6 72 A.7/6.7 539.7 2 6 123.7 100.1 23.6 95 98.8 24.794123.2 71 A.3/6.7 539.7 2 6 70 E.7/6.7 539.2 2 6 123.2 98.4 25.2 93 97.7 24.893121.9 69 E.3/6.7 539.2 2 6 68 D.5/6.7 539.2 2 6 95 67 C.5/6.7 539.2 2 6 66 B.5/6.7 539.2 2 6 122.5 97.9 25.1 93 96.8 26.892122.7 65 A.7/6.7 539.2 2 6 25.0 93 64 A.3/6.7 539.2 2 6 123.8 123.3 100.9 22.2 96 100.4 23.3 94 63 E.7/6.7 538.7 2 6 122.6 98.1 62 E.3/6.7 538.7 2 6 123.9 99.5 24.5 61 D.5/6.7 538.7 2 6 122.6 98.6 24.3 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:5 of 7 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:6 of 7 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9623DarkBrownandBrownSandyClay3918.0 105.3 4 92 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 76 E.3/6.7 539.7 2 6 123.3 100.7 22.4 96 95 78 A.3/6.7 540.2 2 6 122.9 98.7 77 E.7/6.7 539.7 2 6 123.2 100.1 23.1 80 B.5/6.7 540.2 2 6 24.5 94 79 A.7/6.7 540.2 2 6 122.8 123.6 99.0 24.8 94 99.6 23.3 95 82 D.5/6.7 540.2 2 6 81 C.5/6.7 540.2 2 6 123.2 99.2 24.2 94 98.5 24.494122.5 84 E.7/6.7 540.2 2 6 83 E.3/6.7 540.2 2 6 124.4 101.4 22.7 96 100.5 23.095123.6 86 A.7/6.7 540.7 2 6 85 A.3/6.7 540.7 2 6 122.7 99.7 23.1 95 100.2 23.695123.8 88 C.5/6.7 540.7 2 6 87 B.5/6.7 540.7 2 6 123.6 101.2 22.1 96 99.2 24.594123.5 90 E.5/6.7 540.7 2 6 89 D.5/6.7 540.7 2 6 122.4 99.6 22.9 95 100.9 22.496123.5 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2254 (M):729 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/20/2024 Work Order Number:1408292 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:6/26/2024 New York, NY 10019 Weather:Mostly Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:7 of 7 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 1 Dark Brown Clay with Sand 38 21.4 98.0 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 91 A.3/5.2 530.2 1 6 117.9 93.2 26.5 95 96 93 B.5/5.2 530.2 1 6 117.9 93.7 92 A.7/5.2 530.2 1 6 118.0 94.1 25.4 95 D.5/5.2 530.2 1 6 25.8 96 94 C.5/5.2 530.2 1 6 117.0 118.3 92.6 27.7 94 91.9 27.3 94 97 E.7/5.2 530.2 1 6 96 E.3/5.2 530.2 1 6 118.3 94.0 25.8 96 92.8 26.395117.2 99 A.7/5.2 530.7 1 6 98 A.3/5.2 530.7 1 6 117.5 91.5 28.4 93 93.4 26.095117.7 101 C.5/5.2 530.7 1 6 100 B.5/5.2 530.7 1 6 117.6 92.9 26.6 95 92.6 27.594118.1 103 E.3/5.2 530.7 1 6 102 D.5/5.2 530.7 1 6 117.5 92.7 26.7 95 93.8 25.696117.8 104 E.7/5.2 530.7 1 6 92.0 27.394117.1 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2254 (M):729 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 531.2 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 122.6 96.6 26.9 92 D): 2288 (M):734StandardCount: 123.3 123.3 122.8 22.9 95 15 C.5/1.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.7 23.2 100.3 B.5/1.5 531.2 1 6 A.5/1.5 531.2 1 6 123.1 4923 General Location Area:Building Pad 96118.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 1417125 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/29/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 99.4 24.0 94 23.3 95 96 22.5 92 95 96 99.8 26.6 24.5 11 E.3/1.5 530.7 1 6 12 E.7/1.5 530.7 1 6 123.7 101.1 22.4 3 C.5/1.5 530.2 1 6 2 B.5/1.5 530.2 1 6 124.1 100.5 1 A.5/1.5 530.2 1 6 124.3 101.5 9 C.5/1.5 530.7 1 6 8 B.5/1.5 530.7 1 4 D.5/1.5 530.2 10 D.5/1.5 530.7 1 6 6 7 A.5/1.5 530.7 1 6 5 E.3/1.5 530.2 1 6 123.5 123.2 99.1 24.3 94 95 100.3 23.1 95 23.5 93 6 E.7/1.5 530.2 1 6 122.8 124.6 98.4 98.6 93 94 22.296123.8 122.8 123.9 98.2 26.2 96.7 27.0 101.316 Client:GTIS Acquisitions, LLC Service Date:6/29/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1417125 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296LightReddishBrownClay432521.1 99.4 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 25.4 16 D.5/1.5 531.2 2 6 119.3 93.8 27.2 94 96 18 E.7/1.5 531.2 2 6 119.5 94.5 17 E.3/1.5 531.2 2 6 119.3 95.1 94.2 26.6 95 26.5 95 9319A.5/1.5 531.7 2 6 118.1 92.0 28.4 118.8 20 B.5/1.5 531.7 2 6 119.3 94 95.0 25.1 96 22 D.5/1.5 531.7 2 6 21 C.5/1.5 531.7 2 6 118.5 93.1 27.3 119.9 24 E.7/1.5 531.7 2 6 23 E.3/1.5 531.7 2 6 95.5 25.5 96 118.1 91.3 29.4 92 26 B.5/1.5 532.2 2 6 25 A.5/1.5 532.2 2 6 91.5 29.6 92 119.0 92.9 28.1 93 118.6 28 D.5/1.5 532.2 2 6 27 C.5/1.5 532.2 2 6 93.8 27.7 94 118.6 93.0 27.5 94 119.8 30 E.7/1.5 532.2 2 6 29 E.3/1.5 532.2 2 6 93.3 27.3 94 119.6 95.2 25.6 96 118.8 D): 2288 (M):734 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2288 (M):734 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 114.8 92.1 24.7 99 91.6 25.298114.7 45 E.5/13.5 FG 3 6 44 E.5/12.5 FG 3 6 114.0 89.7 27.1 96 89.0 28.395114.2 43 E.5/11.5 FG 3 6 42 D.5/13.5 FG 3 6 114.2 90.0 26.9 97 90.2 27.097114.6 41 D.5/12.5 FG 3 6 40 D.5/11.5 FG 3 6 114.1 89.6 27.3 96 88.8 28.295113.8 39 C.5/13.5 FG 3 6 38 C.5/12.5 FG 3 6 98 37 C.5/11.5 FG 3 6 36 B.5/13.5 FG 3 6 114.8 92.2 24.5 99 89.8 26.696113.7 35 B.5/12.5 FG 3 6 24.4 99 34 B.5/11.5 FG 3 6 115.7 116.9 91.8 27.3 98 91.5 26.5 97 33 A.5/13.5 FG 3 6 114.4 92.0 32 A.5/12.5 FG 3 6 115.1 90.1 27.7 31 A.5/11.5 FG 3 6 113.8 89.7 26.9 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 2 2 95 100 96 3 06L Light Brown/Tan Clay 13 26.3 93.2 2 5 Light Reddish Brown Clay 43 21.1 99.4 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Work Order Number:1417125 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/29/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 531.2 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 122.6 96.6 26.9 92 D): 2288 (M):734StandardCount: 123.3 123.3 122.8 22.9 95 15 C.5/1.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.7 23.2 100.3 B.5/1.5 531.2 1 6 A.5/1.5 531.2 1 6 123.1 4923 General Location Area:Building Pad 96118.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 1417125 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:6/29/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 99.4 24.0 94 23.3 95 96 22.5 92 95 96 99.8 26.6 24.5 11 E.3/1.5 530.7 1 6 12 E.7/1.5 530.7 1 6 123.7 101.1 22.4 3 C.5/1.5 530.2 1 6 2 B.5/1.5 530.2 1 6 124.1 100.5 1 A.5/1.5 530.2 1 6 124.3 101.5 9 C.5/1.5 530.7 1 6 8 B.5/1.5 530.7 1 4 D.5/1.5 530.2 10 D.5/1.5 530.7 1 6 6 7 A.5/1.5 530.7 1 6 5 E.3/1.5 530.2 1 6 123.5 123.2 99.1 24.3 94 95 100.3 23.1 95 23.5 93 6 E.7/1.5 530.2 1 6 122.8 124.6 98.4 98.6 93 94 22.296123.8 122.8 123.9 98.2 26.2 96.7 27.0 101.316 Client:GTIS Acquisitions, LLC Service Date:6/29/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1417125 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 9296LightReddishBrownClay432521.1 99.4 4 General Location Area:Building Pad Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 25.4 16 D.5/1.5 531.2 2 6 119.3 93.8 27.2 94 96 18 E.7/1.5 531.2 2 6 119.5 94.5 17 E.3/1.5 531.2 2 6 119.3 95.1 94.2 26.6 95 26.5 95 9319A.5/1.5 531.7 2 6 118.1 92.0 28.4 118.8 20 B.5/1.5 531.7 2 6 119.3 94 95.0 25.1 96 22 D.5/1.5 531.7 2 6 21 C.5/1.5 531.7 2 6 118.5 93.1 27.3 119.9 24 E.7/1.5 531.7 2 6 23 E.3/1.5 531.7 2 6 95.5 25.5 96 118.1 91.3 29.4 92 26 B.5/1.5 532.2 2 6 25 A.5/1.5 532.2 2 6 91.5 29.6 92 119.0 92.9 28.1 93 118.6 28 D.5/1.5 532.2 2 6 27 C.5/1.5 532.2 2 6 93.8 27.7 94 118.6 93.0 27.5 94 119.8 30 E.7/1.5 532.2 2 6 29 E.3/1.5 532.2 2 6 93.3 27.3 94 119.6 95.2 25.6 96 118.8 D): 2288 (M):734 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2288 (M):734 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 114.8 92.1 24.7 99 91.6 25.298114.7 45 E.5/13.5 FG 3 6 44 E.5/12.5 FG 3 6 114.0 89.7 27.1 96 89.0 28.395114.2 43 E.5/11.5 FG 3 6 42 D.5/13.5 FG 3 6 114.2 90.0 26.9 97 90.2 27.097114.6 41 D.5/12.5 FG 3 6 40 D.5/11.5 FG 3 6 114.1 89.6 27.3 96 88.8 28.295113.8 39 C.5/13.5 FG 3 6 38 C.5/12.5 FG 3 6 98 37 C.5/11.5 FG 3 6 36 B.5/13.5 FG 3 6 114.8 92.2 24.5 99 89.8 26.696113.7 35 B.5/12.5 FG 3 6 24.4 99 34 B.5/11.5 FG 3 6 115.7 116.9 91.8 27.3 98 91.5 26.5 97 33 A.5/13.5 FG 3 6 114.4 92.0 32 A.5/12.5 FG 3 6 115.1 90.1 27.7 31 A.5/11.5 FG 3 6 113.8 89.7 26.9 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad 2 2 95 100 96 3 06L Light Brown/Tan Clay 13 26.3 93.2 2 5 Light Reddish Brown Clay 43 21.1 99.4 4 92 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Work Order Number:1417125 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:6/29/2024 93 95 24.294123.6 123.5 118.2 92.1 28.3 99.1 24.6 99.516 93 6 E.7/1.5 532.7 1 6 119.7 119.4 92.7 94.5 123.7 123.0 100.6 22.3 96 95 101.2 22.2 96 23.5 4 D.5/1.5 532.7 10 D.5/1.5 533.2 2 6 6 7 A.5/1.5 533.2 2 6 5 E.3/1.5 532.7 1 6 118.4 91.7 9 C.5/1.5 533.2 2 6 8 B.5/1.5 533.2 2 122.9 97.8 25.7 3 C.5/1.5 532.7 1 6 2 B.5/1.5 532.7 1 6 123.7 100.2 1 A.5/1.5 532.7 1 6 11 E.3/1.5 533.2 2 6 12 E.7/1.5 533.2 2 6 Clear 93.7 27.0 94 26.2 95 93 29.1 94 93 92 94.4 28.8 26.7 1417126 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/1/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4923 4 92 General Location Area:Building Pad (A-F/1.0-2.0) 96 96221.1 1 18.0 5 92.4 27.9 95.4 B.5/1.5 533.7 2 6 A.5/1.5 533.7 2 6 119.1 25.4 96 15 C.5/1.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 119.7 95.3 25.6 96 D): 2240 (M):734StandardCount: 119.6 119.0 118.2 14 Remarks: 533.7 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2240 (M):734 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 91.3 29.0 92 119.4 93.6 27.6 94 117.8 30 E.7/1.5 534.7 2 6 29 E.3/1.5 534.7 2 6 91.0 29.2 92 118.5 92.4 28.2 93 117.6 28 D.5/1.5 534.7 2 6 27 C.5/1.5 534.7 2 6 94.2 26.4 95 119.7 95.5 25.3 96 119.1 26 B.5/1.5 534.7 2 6 25 A.5/1.5 534.7 2 6 91.8 28.9 92 119.3 93.7 27.3 94 118.7 93.1 27.5 118.3 24 E.7/1.5 534.2 2 6 23 E.3/1.5 534.2 2 6 118.6 20 B.5/1.5 534.2 2 6 118.8 94 92.6 28.1 93 22 D.5/1.5 534.2 2 6 21 C.5/1.5 534.2 2 6 19 A.5/1.5 534.2 2 6 118.4 92.8 27.6 94.1 26.3 95 29.5 92 93 18 E.7/1.5 533.7 2 6 118.5 91.5 17 E.3/1.5 533.7 2 6 119.7 93.7 27.8 16 D.5/1.5 533.7 2 6 117.9 91.2 29.3 92 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad (A-F/1.0-2.0) 92 96 9296LightReddishBrownClay432521.1 99.4 4 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1417126 Client:GTIS Acquisitions, LLC Service Date:7/1/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/1/2024 Work Order Number:1417126 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 9625LightReddishBrownClay4321.1 99.4 4 92 General Location Area:Building Pad (A-F/1.0-2.0) Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 31 A.5/1.5 535.2 2 6 118.9 93.4 27.3 94 96 33 C.5/1.5 535.2 2 6 119.3 95.0 32 B.5/1.5 535.2 2 6 119.9 95.6 25.4 35 E.3/1.5 535.2 2 6 25.6 96 34 D.5/1.5 535.2 2 6 119.7 119.0 92.5 28.6 93 94.4 26.8 95 36 E.7/1.5 535.2 2 6 92.9 28.393119.2 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2240 (M):734 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: 536.7 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.6 100.9 22.5 96 D): 2251 (M):731StandardCount: 121.9 122.9 123.1 25.0 93 15 C.5/1.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.1 24.2 97.5 B.5/1.5 536.7 1 6 A.5/1.5 536.7 1 6 122.9 4923 General Location Area:Building Pad (A-F/1.0-2.0) 96118.0 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 1417220 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/2/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 98.6 24.6 94 23.3 95 94 22.6 95 94 96 99.7 25.8 25.3 11 E.3/1.5 536.2 1 6 12 E.7/1.5 536.2 1 6 123.5 99.2 24.5 3 C.5/1.5 535.7 1 6 2 B.5/1.5 535.7 1 6 123.1 97.9 1 A.5/1.5 535.7 1 6 124.2 101.3 9 C.5/1.5 536.2 1 6 8 B.5/1.5 536.2 1 4 D.5/1.5 535.7 10 D.5/1.5 536.2 1 6 6 7 A.5/1.5 536.2 1 6 5 E.3/1.5 535.7 1 6 123.0 123.4 99.3 24.3 94 93 98.3 25.1 93 25.7 95 6 E.7/1.5 535.7 1 6 122.8 122.8 97.6 98.0 93 93 26.692122.5 122.8 124.1 100.5 23.5 99.7 23.2 96.816 Client:GTIS Acquisitions, LLC Service Date:7/2/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1417220 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 General Location Area:Building Pad (A-F/1.0-2.0) Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 22.1 16 D.5/1.5 536.7 1 6 123.6 99.3 24.5 94 96 18 E.7/1.5 536.7 1 6 123.6 100.2 17 E.3/1.5 536.7 1 6 123.7 101.3 99.0 24.2 94 23.4 95 9619A.5/1.5 537.2 1 6 124.0 101.1 22.7 123.2 20 B.5/1.5 537.2 1 6 123.0 96 98.2 25.5 93 22 D.5/1.5 537.2 1 6 21 C.5/1.5 537.2 1 6 123.4 100.8 22.4 122.2 24 E.7/1.5 537.2 1 6 23 E.3/1.5 537.2 1 6 97.7 25.1 93 124.0 100.3 23.6 95 26 B.5/1.5 537.7 1 6 25 A.5/1.5 537.7 1 6 98.1 25.7 93 122.4 96.9 26.3 92 123.3 28 D.5/1.5 537.7 1 6 27 C.5/1.5 537.7 1 6 97.4 25.9 92 123.1 98.3 25.2 93 122.6 30 E.7/1.5 537.7 1 6 29 E.3/1.5 537.7 1 6 99.1 24.8 94 124.2 100.4 23.7 95 123.7 D): 2251 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2251 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 98.7 24.094122.442E.7/1.5 538.7 1 6 123.5 99.4 24.2 94 100.1 23.195123.2 41 E.3/1.5 538.7 1 6 40 D.5/1.5 538.7 1 6 123.6 100.7 22.7 96 98.4 25.593123.5 39 C.5/1.5 538.7 1 6 38 B.5/1.5 538.7 1 6 95 37 A.5/1.5 538.7 1 6 36 E.7/1.5 538.2 1 6 123.7 99.9 23.8 95 98.2 25.193122.8 35 E.3/1.5 538.2 1 6 24.8 94 34 D.5/1.5 538.2 1 6 123.7 123.3 100.6 22.6 96 100.3 23.3 94 33 C.5/1.5 538.2 1 6 124.2 99.5 32 B.5/1.5 538.2 1 6 123.1 98.8 24.6 31 A.5/1.5 538.2 1 6 123.6 101.0 22.4 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad (A-F/1.0-2.0) Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Work Order Number:1417220 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/2/2024 95 96 25.995119.4 118.2 118.7 93.5 26.9 92.4 27.9 94.816 94 6 E.7/1.5 539.2 1 6 119.4 120.1 94.7 95.3 119.4 118.8 93.3 27.3 94 96 94.6 26.2 95 25.2 4 D.5/1.5 539.2 10 D.5/1.5 539.7 1 6 6 7 A.5/1.5 539.7 1 6 5 E.3/1.5 539.2 1 6 119.9 95.4 9 C.5/1.5 539.7 1 6 8 B.5/1.5 539.7 1 118.8 93.5 27.1 3 C.5/1.5 539.2 1 6 2 B.5/1.5 539.2 1 6 119.8 95.7 1 A.5/1.5 539.2 1 6 11 E.3/1.5 539.7 1 6 12 E.7/1.5 539.7 1 6 Clear 94.7 26.6 95 28.0 93 94 25.7 93 96 96 92.2 26.8 25.3 1417221 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/3/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 105.3 Material Information Laboratory Data 43LightReddishBrownClay Dark Brown and Brown Sandy Clay 39 99.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4925 2 2 95 General Location Area:Building Pad (A-F/1.0-2.0) 96 100218.0 1 21.1 3 95.1 25.5 93.2 B.5/1.5 540.2 1 6 A.5/1.5 540.2 1 6 118.0 27.0 94 15 C.5/1.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 120.0 94.9 26.4 95 D): 2262 (M):728StandardCount: 118.4 119.9 119.4 14 Remarks: 540.2 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2262 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 103.0 17.3 98 119.9 101.3 18.4 96 120.8 29 Storm Drain Line A at Station 4+50 FG-1.0 2 6 28 Storm Drain Line A at Station 7+25 FG-1.5 2 6 101.7 18.6 97 121.2 104.1 16.4 99 120.6 27 Storm Drain Line A at Station 4+25 FG-1.5 2 6 26 Storm Drain Line B at Station 2+50 FG-1.0 2 6 120.8 103.2 17.19825StormDrainLineBatStation1+25 FG-1.5 2 6 Utility Backfill/Paving Area 95.7 25.5 96 119.2 94.6 26.0 95 118.5 93.2 27.1 120.1 24 E.7/1.5 540.7 1 6 23 E.3/1.5 540.7 1 6 119.6 20 B.5/1.5 540.7 1 6 120.0 94 95.1 25.8 96 22 D.5/1.5 540.7 1 6 21 C.5/1.5 540.7 1 6 19 A.5/1.5 540.7 1 6 119.7 95.5 25.3 94.9 26.4 95 27.2 94 96 18 E.7/1.5 540.2 1 6 118.8 93.4 17 E.3/1.5 540.2 1 6 118.6 93.0 27.5 16 D.5/1.5 540.2 1 6 120.2 94.9 26.7 95 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad (A-F/1.0-2.0) 92 96 2 95100DarkBrownandBrownSandyClay392318.0 105.3 -2 Material Description/Classification PI Light Reddish Brown Clay 43 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 5 21.1 99.4 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Work Order Number:1417221 Client:GTIS Acquisitions, LLC Service Date:7/3/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/3/2024 Work Order Number:1417221 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 5 Light Reddish Brown Clay 43 21.1 99.4 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 10023DarkBrownandBrownSandyClay3918.0 105.3 -2 2 95 General Location Area:Utility Backfill/Paving Area Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 30 Storm Drain Line A at Station 7+50 FG-1.0 2 6 121.1 104.2 16.2 99 95 32 Storm Drain Line C at Station 2+50 FG-1.5 2 6 120.0 102.1 31 Storm Drain Line C at Station 5+50 FG-1.5 2 6 120.2 100.3 19.8 34 Storm Drain Line C at Station 1+25 FG-1.0 2 6 17.5 97 33 Storm Drain Line C at Station 4+25 FG-1.0 2 6 119.4 119.8 99.9 19.9 95 100.6 18.7 96 35 Plumbing A.4/11.4 FG-2.0 1 6 Utility Backfill/Building 118.8 93.0 27.7 94 37 Plumbing A.4/11.3 FG-1.5 1 6 36 Plumbing A.4/18.4 FG-2.0 1 6 119.5 95.3 25.4 96 92.1 28.893118.6 39 Plumbing A.4/11.4 FG-1.0 1 6 38 Plumbing A.4/18.3 FG-1.5 1 6 118.7 94.0 26.3 95 94.2 26.595119.2 40 Plumbing A.4/18.4 FG-1.0 1 6 95.6 25.196119.6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2262 (M):728 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 95 98 24.599114.5 113.8 114.5 89.8 27.5 89.5 27.2 92.016 96 6 A.5/8.5 Final 1 6 114.0 113.9 88.9 91.1 114.4 113.7 90.2 26.0 97 98 89.6 27.7 96 25.4 4 A.5/6.5 Final 10 B.5/4.5 Final 1 6 6 7 A.5/9.5 Final 1 6 5 A.5/7.5 Final 1 6 114.4 90.5 9 B.5/3.5 Final 1 6 8 A.5/10.5 Final 1 113.7 91.0 24.9 3 A.5/5.5 Final 1 6 2 A.5/4.5 Final 1 6 114.6 91.4 1 A.5/3.5 Final 1 6 11 B.5/5.5 Final 1 6 12 B.5/6.5 Final 1 6 Cloudy 91.7 25.3 98 27.8 95 98 26.4 96 99 97 88.3 28.1 25.1 1419908 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:07/05/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 Material Information Laboratory Data 13LightBrownandTanClay 93.2 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 2 29506L General Location Area:Building Pad (A-F/3-11) 100126.3 91.9 24.7 88.8 B.5/8.5 Final 1 6 B.5/7.5 Final 1 6 112.8 28.0 95 15 B.5/9.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 114.6 90.6 26.5 97 D): 2245 (M):733StandardCount: 113.7 114.9 114.6 14 Remarks: Final 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering 96 95 22.296124.0 123.4 123.3 100.7 22.4 100.2 23.2 101.516 96 6 E/9- South FG-2.5 1 6 123.3 124.3 101.3 99.8 123.8 123.3 100.6 22.6 96 94 99.5 24.4 94 24.1 4 E/10- South FG-2.5 10 E/6- South FG-2.5 1 6 6 7 E/8- North FG-2.5 1 6 5 E/9- North FG-2.5 1 6 123.8 99.4 9 E/6- North FG-2.5 1 6 8 E/8- South FG-2.5 1 123.6 100.3 23.2 3 E/10- North FG-2.5 1 6 2 E/11- South FG-2.5 1 6 123.2 99.3 1 E/11- North FG-2.5 1 6 11 E/5- North FG-2.5 1 6 12 E/5- South FG-2.5 1 6 Cloudy 99.2 24.6 94 23.9 94 95 24.5 95 96 94 99.3 22.7 23.5 1424299 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/17/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4923 General Location Area:Building Pad Footings 96118.0 101.1 22.3 98.7 E/4- South FG-2.5 1 6 E/4- North FG-2.5 1 6 123.0 24.0 94 15 E/3- North Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 123.6 100.4 23.1 95 D): 2278 (M):728StandardCount: 122.4 123.6 123.6 14 Remarks: FG-2.5 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2278 (M):728 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 99.9 22.9 95 123.6 100.3 23.2 95 122.8 29 Plumbing A.4/4 FG-3.0 1 6 28 Plumbing A.4/9 FG-3.5 1 6 99.1 24.6 94 124.4 101.4 22.7 96 123.5 27 Plumbing A.4/3 FG-3.5 1 6 26 Plumbing A.4/10 FG-4.0 1 6 122.6 98.0 25.19325PlumbingA.4/4 FG-4.0 1 6 Utility Backfill/Building 100.8 22.6 96 124.0 101.3 22.4 96 122.4 97.9 25.0 123.6 24 D/2- South FG-2.5 1 6 23 D/2- North FG-2.5 1 6 123.2 20 D/4- South FG-2.5 1 6 124.0 93 100.1 23.1 95 22 D/3- South FG-2.5 1 6 21 D/3- North FG-2.5 1 6 19 D/4- North FG-2.5 1 6 122.7 98.6 24.4 99.4 24.7 94 25.2 93 94 18 E/2- South FG-2.5 1 6 122.3 97.7 17 E/2- North FG-2.5 1 6 122.9 99.7 23.3 16 E/3- South FG-2.5 1 6 123.9 100.9 22.8 96 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad Footings 92 96 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Cloudy Work Order Number:1424299 Client:GTIS Acquisitions, LLC Service Date:7/17/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/17/2024 Work Order Number:1424299 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Cloudy Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 General Location Area:Utility Backfill/Building Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 30 Plumbing A.4/10 FG-3.0 1 6 122.8 99.7 23.2 95 94 32 Plumbing A.4/9 FG-2.5 1 6 123.6 100.8 31 Plumbing A.4/3 FG-2.5 1 6 123.7 99.4 24.4 34 Plumbing A.4/10 FG-2.0 1 6 22.6 96 33 Plumbing A.4/4 FG-2.0 1 6 122.6 123.5 100.8 22.5 96 97.7 25.5 93 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2278 (M):728 Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering 97 96 22.696123.9 116.5 116.7 95.9 21.7 94.7 23.0 101.116 96 5 Sanitary Sewer Line S-2 at Station 1+75 FG-6.5 2 6 115.7 116.4 96.6 95.2 123.0 95 98.6 24.7 94 23.5 4 D/11- South FG-2.5 9 Sanitary Sewer Line S-2 at Station 1+75 FG-4.5 2 6 6 6 Sanitary Sewer Line S-2 at Station 2+75 FG-6.0 2 6 Utility Backfill/Paving Area 117.2 98.0 8 Sanitary Sewer Line S-2 at Station 2+75 FG-5.0 2 6 7 Sanitary Sewer Line S-2 at Station 1+75 FG-5.5 2 123.1 100.6 22.4 3 D/11- North FG-2.5 1 6 2 D/10- South FG-2.5 1 6 123.1 99.7 1 D/10- North FG-2.5 1 6 10 Sanitary Sewer Line S-2 at Station 2+75 FG-4.0 2 6 11 Sanitary Sewer Line S-2 at Station 1+75 FG-3.5 2 6 Clear 95.1 21.3 96 22.0 96 96 19.6 95 97 99 95.3 20.5 21.5 1424301 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/19/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 2 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 96.7 20.6 94.8 Sanitary Sewer Line S-2 at Station 1+75 FG-2.5 2 6 Sanitary Sewer Line S-2 at Station 2+75 FG-3.0 2 6 116.3 22.9 95 14 Sanitary Sewer Line S-2 at Station 2+75 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 12 118.4 98.8 19.8 99 D): 2266 (M):733StandardCount: 116.5 115.4 116.6 13 Remarks: FG-2.0 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2266 (M):733 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 16 Sanitary Sewer Line S-2 at Station 2+75 FG-1.0 2 6 116.8 95.3 22.6 15 Sanitary Sewer Line S-2 at Station 1+75 FG-1.5 2 6 117.1 96.4 21.5 97 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Utility Backfill/Paving Area 92 96 2 95100LightReddishBrownClay432521.1 99.4 -2 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 2 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Clear Work Order Number:1424301 Client:GTIS Acquisitions, LLC Service Date:7/19/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 97 96 22.696123.9 116.5 116.7 95.9 21.7 94.7 23.0 101.116 96 5 Sanitary Sewer Line S-2 at Station 1+75 FG-6.5 2 6 115.7 116.4 96.6 95.2 123.0 95 98.6 24.7 94 23.5 4 D/11- South FG-2.5 9 Sanitary Sewer Line S-2 at Station 1+75 FG-4.5 2 6 6 6 Sanitary Sewer Line S-2 at Station 2+75 FG-6.0 2 6 Utility Backfill/Paving Area 117.2 98.0 8 Sanitary Sewer Line S-2 at Station 2+75 FG-5.0 2 6 7 Sanitary Sewer Line S-2 at Station 1+75 FG-5.5 2 123.1 100.6 22.4 3 D/11- North FG-2.5 1 6 2 D/10- South FG-2.5 1 6 123.1 99.7 1 D/10- North FG-2.5 1 6 10 Sanitary Sewer Line S-2 at Station 2+75 FG-4.0 2 6 11 Sanitary Sewer Line S-2 at Station 1+75 FG-3.5 2 6 Clear 95.1 21.3 96 22.0 96 96 19.6 95 97 99 95.3 20.5 21.5 1424301 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/19/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 2 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 96.7 20.6 94.8 Sanitary Sewer Line S-2 at Station 1+75 FG-2.5 2 6 Sanitary Sewer Line S-2 at Station 2+75 FG-3.0 2 6 116.3 22.9 95 14 Sanitary Sewer Line S-2 at Station 2+75 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 12 118.4 98.8 19.8 99 D): 2266 (M):733StandardCount: 116.5 115.4 116.6 13 Remarks: FG-2.0 2 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2266 (M):733 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 16 Sanitary Sewer Line S-2 at Station 2+75 FG-1.0 2 6 116.8 95.3 22.6 15 Sanitary Sewer Line S-2 at Station 1+75 FG-1.5 2 6 117.1 96.4 21.5 97 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Utility Backfill/Paving Area 92 96 2 95100LightReddishBrownClay432521.1 99.4 -2 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 2 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Clear Work Order Number:1424301 Client:GTIS Acquisitions, LLC Service Date:7/19/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:(D): 2266 (M):729StandardCount: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 2 29506L General Location Area:Building Pad 100126.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 13LightBrownandTanClay 93.2 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 1437621 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:8/7/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:8/20/2024 New York, NY 10019 Weather:Clear 98114.2 91.3 25.1 3 E.5/16 FG 1 6 2 E.5/14 FG 1 6 114.6 92.2 1 E.5/12 FG 1 6 4 E.5/18 FG 113.6 99 89.8 26.5 96 24.3 25.298114.2 91.216 125.3 110.0 13.9 99 98 104.1 18.0 115.7 115.9 100.0 15.9 101.2 95 96 13.4 *100127.3 99 110.0 108.3 12.8 116.8 103.7 12.6 * FG 1 6 111.1 14.0 112.3 12.5 *98123.8 3 200'N x 75'E From SEC of Building Pad FG 1 6 119.3 122.2 122.8 126.7 4 275'N x 75'E From SEC of Building Pad FG 1 6 5 345'N x 75'E From SEC of Building Pad FG 2 12 765'N x 75'E From SEC of Building Pad FG 1 10 645'N x 75'E From SEC of Building Pad FG 2 6 6 9 565'N x 75'E From SEC of Building Pad FG 2 6 6 380'N x 75'E From SEC of Building Pad FG 2 6 7 460'N x 75'E From SEC of Building Pad FG 2 6 8 500'N x 75'E From SEC of Building Pad FG 2 6 6 2 180'N x 75'E From SEC of Building Pad 1439644 3 6 116.8 100.5 16.2 98 111.1 11.4 *99 106.1 12.4 * 100+ 14.3 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:08/09/2024 787 Seventh Avenue, 50th Floor Report Date:8/28/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Eaton, Robert New York, NY 10019 Weather:Overcast Work Order Number: 952 2 2953 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 1 2 18.0 15.8 112.1 -2 2 105.3 15BrownClayeySand Dark Brown and Brown Sandy Clay 39 Percent Compaction 12.9 *100 95 15 765'N x 120'E From SEC of Building Pad 795'N x 120'E From SEC of Building Pad FG 2 6 795'N x 75'E From SEC of Building Pad FG 1 6 98 100+ 112.5 1 120'N x 75'E From SEC of Bulding Pad FG 1 General Location Area:Firelane E of Office/Warehouse 562 Remarks: All field densities that failed to meet minimum specifications were reworked, retested, and passed on the same day prior to techncian leaving the site. Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:12039 Manufacturer:Troxler Model:3411B 13 134.1 114.4 17.2 100+ 127.0 FG 1 123.8 115.2 103.5 11.3 * UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 725'N x 75'E From SEC of Building Pad FG 2 6 Respectfully Submitted, Standard Count:(D): 1131 (M): Respectfully Submitted, Ronnie Yeoman Project Manager approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Remarks: 103.9 17.0 99 122.5 105.0 16.7 100 121.6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:12039 Manufacturer:Troxler Model:3411B Standard Count:(D): 1131 (M):562 29 Retest of Test # 6 FG 2 10 30 Retest of Test # 7 FG 2 11 111.9 14.8 100 104.3 16.299121.2 128.5 25 135'N x 120'E From SEC of Building Pad FG 2 6 26 Retest of Test # 2 FG 1 7 28 Retest of Test # 5 FG 2 9 27 Retest of Test # 4 FG 1 8 104.1 16.0 99 127.5 110.8 15.1 99 120.8 104.0 16.1 99 113.1 14.2 100+129.2 120.7 21 380'N x 120'E From SEC of Building Pad FG 1 6 22 345'N x 120'E From SEC of Building Pad FG 2 6 24 175'N x 120'E From SEC of Building Pad FG 1 6 23 275'N x 120'E From SEC of Building Pad FG 2 6 111.9 14.1 100 123.7 106.6 16.0 100+ 127.7 100 106.0 16.4 100+ 100 19 500'N x 120'E From SEC of Building Pad FG 2 6 123.4 16.0 20 460'N x 120'E From SEC of Building Pad FG 1 6 16.4 127.7 112.1 13.9 100+ 18 565'N x 120'E From SEC of Building Pad FG 2 6 122.3 105.1 17 645'N x 120'E From SEC of Building Pad FG 2 6 123.2 106.2 16 725'N x 120'E From SEC of Building Pad FG 1 6 127.2 111.2 14.4 99 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Firelane E of Office/Warehouse 39 18.0 105.3 -2 2 95 Material Description/Classification PI Brown Clayey Sand 15 2 3 Moisture Min. (%) Max. Compaction Min. (%) Max. 1 2 15.8 112.1 -2 2 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 95 Dark Brown and Brown Sandy Clay Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Eaton, Robert Grapevine, Texas Page Number:2 of 3 Work Order Number:1439644 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:8/28/2024 New York, NY 10019 Weather:Overcast Client:GTIS Acquisitions, LLC Service Date:08/09/2024 Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, Standard Count:(D): 1131 (M):562 Remarks: Serial No:12039 Manufacturer:Troxler Model:3411B Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. 45 44 43 42 41 40 39 38 37 100 36 35 Retest of Test # 13 FG 1 6 130.6 111.7 16.9 2 6 120.8 99 34 Retest of Test # 12 FG 1 6 128.7 110.5 16.5 99 33 Retest of Test # 11 FG 2 6 122.5 104.7 17.0 103.7 16.59832RetestofTest # 10 FG 31 Retest of Test # 8 FG 2 6 122.6 104.9 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 16.9 100 General Location Area:Firelane E of Office/Warehouse 2 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 -2 2 95 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 2 Brown Clayey Sand 15 15.8 112.1 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 2 2 95 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Eaton, Robert Grapevine, Texas Page Number:3 of 3 Work Order Number:1439644 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:8/28/2024 New York, NY 10019 Weather:Overcast 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:08/09/2024 Respectfully Submitted, Standard Count:(D):2547 (M): UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 200' N and 120' E from SE Corner of Building FG 1 6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4884 Manufacturer:Instrotek Model:Explorer 2 13 126.0 107.0 17.8 95 120.4 FG 1 118.5 126.7 110.0 15.2 General Location Area:Paving; East of Building, North and South Third 658 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Percent Compaction 18.2 97 96 15 SE Approach at Tie-in ; North Half SE Approach at Tie-in ; South Half FG 1 6 NE Approach at Tie-in ; North Half FG 2 6 98 98 101.9 1 90' S and 100' E from NE Corner of Building FG 2 2 18.0 1 15.8 112.1 -2 2 105.4 15BrownClayeySand Dark Brown and Brown Sandy Clay 29 952 2 2953 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max. Material Description/Classification PI Material Information Laboratory Data 787 Seventh Avenue, 50th Floor Report Date: 8/26/2024 Grapevine, Texas Page Number: 1 of Project:121 Commerce Center Addition (Lot 1)Project Number: F241078 Off Genesis Way and Enchanted Way Technician: Guerrero, Victor New York, NY 10019 Weather: Clear Work Order Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date: 08/16/2024 1443751 2 6 125.9 107.2 17.4 97 100.5 17.9 95 109.4 16.2 98 17.4 6 9 100' N and 120' E from SE Corner of Building FG 1 6 6 50' N and 80' E from SE Corner of Building FG 1 6 7 50' N and 120' E from SE Corner of Building FG 1 6 8 100' N and 80' E from SE Corner of Building FG 1 6 6 128.1 109.9 16.6 108.5 12 NE Approach at Tie-in ; South Half FG 2 10 200' N and 80' E from SE Corner of Building FG 1 6 4 200' S and 80' E from NE Corner of Building FG 1 6 5 200' S and 120' E from NE Corner of Building FG 1 2 120' S and 80' E from NE Corner of Building FG 2 6 3 120' S and 120' E from NE Corner of Building FG 1 6 127.1 127.2 127.3 108.6 17.2 110.1 15.5 98126.0 109.3 15.3 97 126.9 130.4 112.2 16.2 108.1 100 96 17.197127.1 98 101.5 17.796119.5 119.5 102.2 16.9 Work Order Number: 1443751 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date: 8/26/2024 New York, NY 10019 Weather: Clear Client:GTIS Acquisitions, LLC Service Date: 08/16/2024 Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number: F241078 Off Genesis Way and Enchanted Way Technician: Guerrero, Victor Grapevine, Texas Page Number: 2 of 2 Material Description/Classification PI Dark Brown and Brown Sandy Clay 29 Moisture Min. (%) Max. Compaction Min. (%) Max. 2 3 18.0 105.4 -2 2 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 95 General Location Area:S.H Frontage Road- Drive 3; NW Approach Fill Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 16 NW Approach; North Half FG-2.0 2 6 121.6 102.5 18.6 97 9817NWApproach; North Half FG-2.0 2 6 122.9 103.3 19.0 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4884 Manufacturer:Instrotek Model:Explorer 2 Standard Count:(D):2547 (M):658 Remarks: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Respectfully Submitted, Ronnie Yeoman Project Manager 100 95.3 20.197114.52AreaBetweenMiddleEntranceandCornerentrancefromNBSRFG16 3 Area closest to First entrance from NBSR FG 1 6 118.4 96.7 22.4 118.1 97.9 20.6 6 1451677 1 99 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date: 8/29/2024 787 Seventh Avenue, 50th Floor Report Date: 9/13/2024 Grapevine, Texas Page Number: 1 of Project:121 Commerce Center Addition (Lot 1)Project Number: F241078 Off Genesis Way and Enchanted Way Technician: Ulate, Andrew New York, NY 10019 Weather: Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max. Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand951121.4 98.0 -2 2 Percent Compaction 1 Area close to middle entrance to B1 from NBSR FG 1 General Location Area:North West parking lot between building 1(B1) and North Bound service road (NBSR) 465 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4458 Manufacturer:Instrotek Model: UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D):2336 (M): 95.2 21.097115.22WaterlineC-2 Station 2+83.89 FG-3.5 1 6 113.2 93.0 21.76 1463004 1 95 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:09/19/2024 787 Seventh Avenue, 50th Floor Report Date:9/24/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Macias, Jose New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand951121.4 98.0 -2 2 Percent Compaction 1 Waterline C-2 Station 2+83.89 FG-4.0 1 General Location Area:Utilities 477 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:733 Manufacturer:Humboldt Model:5001EZ UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 2011 (M): 22.798118.2 97 95.9 22.998117.9 117.9 95.5 23.5 98117.8 95.7 23.1 2 Station 1+38.62 water line C-2 FG 1 6 3 Station 2+51.63 water line C-2 FG-1.0 1 6 4 Station 2+51.63 water line C-2 FG 1 6 5 Station 7+99.23 Water Line C-2 FG-1.0 1 119.8 97.3 23.1 117.3 94.9 23.6 96.3 6 6 Station 7+99.23 Water Line C-2 FG 1 6 6 1467134 1 99 97 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date: 09/26/2024 787 Seventh Avenue, 50th Floor Report Date: 9/30/2024 Grapevine, Texas Page Number: 1 of Project:121 Commerce Center Addition (Lot 1)Project Number: F241078 Off Genesis Way and Enchanted Way Technician: Rosse, Joel New York, NY 10019 Weather: Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max. Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand951121.4 98.0 0 4 Percent Compaction 1 Station 1+38.62 water line C-2 FG-1.0 1 General Location Area:Utilities 716 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4300 Manufacturer:Instrotek Model:Xplorer 2 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D):2285 (M): 99 97 19.099124.5 95 106.7 16.195123.9 123.8 123.2 119.6 100.6 18.9 105.1 17.2 99125.1 104.7 19.5 96 122.0 122.5 104.0 17.8 101.9 2 75' S and 20' E from NE Corner of Building SG 1 6 3 75' S and 30' E from NE Corner of Building SG 1 6 4 75' S and 10' E from NE Corner of Building FG-4.0 2 6 5 75' S and 20' E from NE Corner of Building FG-4.0 2 126.7 111.3 13.8 125.8 106.8 17.8 104.6 12 75' S and 30' E from NE Corner of Building FG-2.0 2 10 75' S and 10' E from NE Corner of Building FG-2.0 2 6 6 9 75' S and 30' E from NE Corner of Building FG-3.0 2 6 6 75' S and 30' E from NE Corner of Building FG-4.0 2 6 7 75' S and 10' E from NE Corner of Building FG-3.0 2 6 8 75' S and 20' E from NE Corner of Building FG-3.0 2 6 6 1482072 2 6 121.2 101.4 19.5 99 104.9 19.3 100 104.4 18.6 100 19.7 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/21/2024 787 Seventh Avenue, 50th Floor Report Date:11/1/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Lujan, Jacob New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 15BrownClayeySand Dark Brown and Brown Sandy Clay 39 952 2 2953 100 100218.0 1 15.8 112.1 -2 2 105.3 Percent Compaction 19.8 95 96 15 75' S and 30' E from NE Corner of Building 75' S and 20' E from NE Corner of Building FG-1.0 2 6 75' S and 10' E from NE Corner of Building FG-1.0 2 6 99 99 100.4 1 75' S and 10' E from NE Corner of Building SG 1 General Location Area:NE Ramp 644 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:33700 Manufacturer:Troxler Model:3430 13 118.6 100.5 18.0 95 120.3 FG-1.0 2 125.1 124.6 103.9 19.9 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 75' S and 20' E from NE Corner of Building FG-2.0 2 6 Respectfully Submitted, Standard Count:(D): 1723 (M): Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, Standard Count:(D): 1723 (M):644 Remarks: Serial No:33700 Manufacturer:Troxler Model:3430 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. 2 6 119.9 961875' S and 30' E from NE Corner of Building FG 2 6 121.0 101.5 19.2 101.3 18.4961775' S and 20' E from NE Corner of Building FG 16 75' S and 10' E from NE Corner of Building FG 2 6 120.5 100.4 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 20.0 95 General Location Area:NE Ramp 10023DarkBrownandBrownSandyClay3918.0 105.3 -2 2 95 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 2 Brown Clayey Sand 15 15.8 112.1 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 2 2 95 100 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Lujan, Jacob Grapevine, Texas Page Number:2 of 2 Work Order Number:1482072 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:11/1/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/21/2024 100 99 21.998116.1 97 95.6 21.998115.6 115.5 121.3 97.0 22.8 95.6 23.1 96114.4 93.8 22.5 99 121.5 121.9 97.9 22.7 97.3 2 Ne Corner of Building 20' W FG-1.0 1 8 3 ES of Building 10' W of of Building north entrance FG-1.0 1 8 4 ES of Building 20' W of Building north entrance FG-1.0 1 8 5 ES of Building 30' W of Building north entrance FG-1.0 1 115.2 94.7 22.0 115.4 95.3 22.3 96.1 8 9 Northside of Building 50' E FG-1.0 1 8 6 ES of Building 50' W of Building north entrance FG-1.0 1 8 7 Northside of Building 10' E FG-1.0 1 8 8 Northside of Building 30' E FG-1.0 1 8 8 1483645 1 97 98 22.1 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/22/2024 787 Seventh Avenue, 50th Floor Report Date:11/1/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 95100121.4 98.0 0 4 Percent Compaction 1 Ne Corner of Building 10' W FG-1.0 1 General Location Area:NE corner of building /eastside of Building/Northside of building 405 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 2876 (M): 98 98 23.998119.3 99 96.1 24.398120.3 118.9 119.9 119.4 95.7 22.6 96.9 22.6 98118.8 95.8 22.7 98 120.4 120.7 96.5 23.1 96.3 2 F/15 FG-4.0 1 6 3 F/13 FG-4.0 1 6 4 F/11 FG-4.0 1 6 5 F/9 FG-4.0 1 120.4 96.2 23.5 120.9 97.1 23.7 96.2 12 F/15 FG-2.0 1 10 F/9 FG-3.0 1 6 6 9 F/11 FG-3.0 1 6 6 F/17 FG-3.0 1 6 7 F/15 FG-3.0 1 6 8 F/13 FG-3.0 1 6 6 1483647 1 6 120.4 96.3 24.3 98 96.4 24.3 98 95.1 23.4 99 21.9 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/24/2024 787 Seventh Avenue, 50th Floor Report Date:11/1/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38Darkbrownclaywithsand951100121.4 98.0 0 4 Percent Compaction 22.6 99 98 15 F/9 F/11 FG-2.0 1 6 F/13 FG-2.0 1 6 97 97 96.6 1 F/17 FG-4.0 1 General Location Area:Leaveouts 417 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ 13 120.0 96.4 23.5 98 120.1 FG-2.0 1 119.9 119.3 95.3 24.3 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 F/17 FG-2.0 1 6 Respectfully Submitted, Standard Count:(D): 2876 (M): 22.599120.9 98 96.2 23.198120.5 98119.6 95.6 23.1 2 F/15 FG-1.0 1 6 3 F/13 FG-1.0 1 6 4 F/11 FG-1.0 1 6 5 F/9 FG-1.0 1 119.8 95.9 22.3 120.2 96.0 22.8 96.7 6 6 1483648 1 98 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/25/2024 787 Seventh Avenue, 50th Floor Report Date:11/1/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownclaywithsand951100121.4 98.0 0 4 Percent Compaction 1 F/17 FG-1.0 1 General Location Area:Leaveouts 411 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 2866 (M): 94 93 27.096120.9 93 93.2 26.994118.3 117.3 119.5 117.1 91.5 28.0 94.1 27.0 95120.1 94.8 26.7 92 116.5 118.6 93.1 27.4 92.5 2 B.9/18.9 FG-1.5 1 6 3 A.1/18 FG-1.5 1 6 4 E.2/18.9 FG-1.0 1 6 5 B.9/18.9 FG-1.0 1 119.8 95.7 25.2 117.2 92.1 27.2 95.2 10 B.9/18.9 FG 1 6 6 9 E.2/18.9 FG 1 6 6 A.1/18 FG-1.0 1 6 7 E.2/18.9 FG-0.5 1 6 8 B.9/18.9 FG-0.5 1 6 6 1487727 1 96 93.5 25.5 95 25.9 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/29/2024 787 Seventh Avenue, 50th Floor Report Date:11/11/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Macias, Jose New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 43LightReddishBrownClay92596121.1 99.4 4 Percent Compaction 94 1 E.2/18.9 FG-1.5 1 General Location Area:Leaveouts: Main Building Pad 479 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:733 Manufacturer:Humboldt Model:5001EZ UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 2000 (M): 97 98 22.098118.5 100 96.6 22.097117.9 113.2 121.2 116.5 97.1 20.0 98.9 22.5 99119.8 98.3 21.9 98 116.5 115.9 96.6 20.0 97.3 2 20' S and 25' E from NE Corner of Building SG 1 6 3 10' S and 25' E from NE Corner of Building SG 1 6 4 30' S and 25' E from NE Corner of Building FG-4.0 1 6 5 20' S and 25' E from NE Corner of Building FG-4.0 1 115.6 94.6 22.2 121.3 99.1 22.4 97.1 12 5' S and 25' E from NE Corner of Building FG-2.0 1 10 25' S and 25' E from NE Corner of Building FG-2.0 1 6 6 9 5' S and 25' E from NE Corner of Building FG-3.0 1 6 6 10' S and 25' E from NE Corner of Building FG-4.0 1 6 7 25' S and 25' E from NE Corner of Building FG-3.0 1 6 8 15' S and 25' E from NE Corner of Building FG-3.0 1 6 6 1487729 3 6 114.5 95.2 20.3 95 95.3 20.0 96 94.8 19.4 99 19.7 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/30/2024 787 Seventh Avenue, 50th Floor Report Date:11/11/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Lujan, Jacob New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 43LightReddishBrownClay955100121.1 99.4 -2 2 Percent Compaction 19.2 100 96 15 5' S and 25' E from NE Corner of Building 15' S and 25' E from NE Corner of Building FG-1.0 1 6 25' S and 25' E from NE Corner of Building FG-1.0 1 6 98 95 99.0 1 30' S and 25' E from NE Corner of Building SG 1 General Location Area:SE Building Ramp 648 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:33700 Manufacturer:Troxler Model:3430 13 117.0 97.1 20.5 98 118.0 FG-1.0 1 114.4 117.2 97.4 20.3 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 15' S and 25' E from NE Corner of Building FG-2.0 1 6 Respectfully Submitted, Standard Count:(D): 1720 (M): Respectfully Submitted, Ronnie Yeoman Project Manager approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:33700 Manufacturer:Troxler Model:3430 Standard Count:(D): 1720 (M):648 97 20.1 20.0 97 18 5' S and 25' E from NE Corner of Building FG 1 6 115.3 96.1 17 15' S and 25' E from NE Corner of Building FG 1 6 115.9 96.5 16 25' S and 25' E from NE Corner of Building FG 1 6 113.6 94.9 19.7 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:SE Building Ramp Material Description/Classification PI Light Reddish Brown Clay 43 Moisture Min. (%) Max. Compaction Min. (%) Max. 1 5 21.1 99.4 -2 2 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 95 100 Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Lujan, Jacob Grapevine, Texas Page Number:2 of 3 Work Order Number:1487729 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:11/11/2024 New York, NY 10019 Weather:Clear Client:GTIS Acquisitions, LLC Service Date:10/30/2024 Respectfully Submitted, Ronnie Yeoman Project Manager approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:33700 Manufacturer:Troxler Model:3430 Standard Count:(D): 1720 (M):648 97.5 22.1 93 92 22 A.2/18 FG 1 6 119.0 22.0 21.8 94 21 A.2/16 FG 1 6 117.3 96.3 20 A.2/14 FG 1 6 119.9 98.3 19 A.2/12 FG 1 6 118.2 97.1 21.7 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Leave Outs S Wall Of Building Material Description/Classification PI Reddish Brow Sandy Clay 38 Moisture Min. (%) Max. Compaction Min. (%) Max. 1 4 17.5 104.6 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Lujan, Jacob Grapevine, Texas Page Number:3 of 3 Work Order Number:1487729 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:11/11/2024 New York, NY 10019 Weather:Clear Client:GTIS Acquisitions, LLC Service Date:10/30/2024 98 91.4 25.493114.62F/7 FG-0.5 1 6 3 F/7 FG 2 6 115.2 91.1 26.4 117.7 96.9 21.5 6 1487730 1 93 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/31/2024 787 Seventh Avenue, 50th Floor Report Date:11/11/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Eaton, Robert New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand Dark Brown Clay with Sand 39 921 0 4951 96 100221.4 1 21.4 98.0 4 99.0 Percent Compaction 1 F/7 FG-1.0 1 General Location Area:Leaveouts 417 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:13159 Manufacturer:Troxler Model:3411B UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 1322 (M): Respectfully Submitted, Standard Count:(D): 2232 (M): UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4456 Manufacturer:Instrotek Model: General Location Area:Building Pad Leaveouts 745 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 93 1 F/8.5 FG-3.0 1 96115.8 112.1415BrownClayeySand922 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 787 Seventh Avenue, 50th Floor Report Date:11/11/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Syed, Komail New York, NY 10019 Weather:Clear Work Order Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/01/2024 1487731 1 94 104.2 24.1 93 24.4 6 9 F/8.5 FG-1.0 1 6 6 F/9.5 FG-2.0 1 6 7 F/8.5 FG-1.5 1 6 8 F/9.5 FG-1.5 1 6 6 129.1 104.4 23.7 104.9 10 F/9.5 FG-1.0 1 6 4 F/9.5 FG-2.5 1 6 5 F/8.5 FG-2.0 1 2 F/9.5 FG-3.0 1 6 3 F/8.5 FG-2.5 1 6 129.3 129.6 129.4 103.7 24.8 104.4 24.1 93129.5 104.1 24.4 93 129.5 129.2 103.8 24.5 104.1 93 93 23.594129.6 93 105.8 22.594129.6 129.7 105.7 22.7 94 94 23.793121.1 93 98.2 23.393121.1 122.0 121.3 122.2 99.4 22.9 98.1 23.6 93121.0 98.3 23.1 94 122.0 121.5 98.5 23.3 99.5 2 Leaveouts - F/18.5 FG-2.5 1 6 3 Leaveouts - F/18.5 FG-2.0 1 6 4 Leaveouts - F/18.5 FG-1.5 1 6 5 Leaveouts - F/18.5 FG-1.0 1 121.4 98.6 23.1 121.1 97.7 23.9 97.9 12 Leaveouts - E/19 FG-2.0 1 10 Leaveouts - E/19 FG-2.5 1 6 6 9 Leaveouts - D/19 FG-2.5 1 6 6 Leaveouts - C/19 FG-3.0 1 6 7 Leaveouts - D/19 FG-3.0 1 6 8 Leaveouts - E/19 FG-3.0 1 6 6 1487739 1 121.8 98.8 23.3 94 98.7 23.1 94 99.1 23.1 93 22.6 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:10/28/2024 787 Seventh Avenue, 50th Floor Report Date:11/1/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Syed, Komail New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39DarkBrownandBrownSandyClay92396118.0 105.3 4 Percent Compaction 23.6 94 94Leaveouts - E/19 FG-1.5 1 6 Leaveouts - D/19 FG-1.5 1 6 94 94 98.5 1 Leaveouts - F/18.5 FG-3.0 1 General Location Area:Building Pad Leaveouts 747 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4456 Manufacturer:Instrotek Model: 13 121.7 121.5 122.2 99.4 22.9 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 Leaveouts - D/19 FG-2.0 1 6 Respectfully Submitted, Standard Count:(D): 2236 (M): Respectfully Submitted, Standard Count:(D): 2875 (M): UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ General Location Area:Leaveouts 408 Remarks: Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 1 F/7 FG-3.0 1 96121.4 98.0438Darkbrownclaywithsand921 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 787 Seventh Avenue, 50th Floor Report Date:11/5/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Heavy Rain Work Order Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/4/2024 1489977 1 956 116.7 92.1 26.1 92.94F/1 FG-3.0 1 6 2 F/5 FG-3.0 1 6 3 F/3 FG-3.0 1 6 25.595116.9 94 92.4 25.494116.8 117.0 93.2 25.5 Respectfully Submitted, Standard Count:(D): 2867 (M): UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 E/1 FG-1.0 1 6 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ 117.0 117.2 92.7 25.7 General Location Area:Leaveouts 409 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 95 95 1 A/1 FG-2.0 1 96121.4 98.0438Darkbrownclaywithsand921 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 787 Seventh Avenue, 50th Floor Report Date:11/6/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Clear Work Order Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/5/2024 1489978 1 96 92.5 26.0 94 92.9 25.9 95 26.4 6 9 C/1 FG-1.0 1 6 6 F/1 FG-2.0 1 6 7 A/1 FG-1.0 1 6 8 B/1 FG-1.0 1 6 6 117.9 92.8 25.7 91.9 12 F/1 FG-1.0 1 10 D/1 FG-1.0 1 6 4 D/1 FG-2.0 1 6 5 E/1 FG-2.0 1 2 B/1 FG-2.0 1 6 3 C/1 FG-2.0 1 6 117.4 118.2 117.2 92.9 25.4 93.4 25.7 95117.9 92.9 25.9 95 116.8 117.4 92.2 26.3 92.2 94 94 26.294116.8 95 92.5 26.894117.3 118.3 93.8 25.4 25.593116.1 94 93.6 25.294117.22A/6 FG-1.0 1 6 3 A/4 FG-1.0 1 6 4 A/3 FG-1.0 1 6 116.7 92.8 25.8 117.5 93.2 26.1 92.5 6 1489979 1 93 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/06/2024 787 Seventh Avenue, 50th Floor Report Date:11/26/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Lujan, Jacob New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 43LightReddishBrownClay92596121.1 99.4 4 Percent Compaction 1 A/8 FG-1.0 1 General Location Area:Leave Outs 640 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:33700 Manufacturer:Troxler Model:3430 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 1715 (M): Respectfully Submitted, Standard Count:(D):1352 (M): UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:13160 Manufacturer:Troxler Model: General Location Area:Tilt Wall Panels (Exterior) Backfill 690 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 1 3' S and 10' E from SW Corner of Building FG-3.0 1 96121.1 99.4443LightReddishBrownClay925 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max. Material Description/Classification PI Material Information Laboratory Data 787 Seventh Avenue, 50th Floor Report Date: 11/26/2024 Grapevine, Texas Page Number: 1 of Project:121 Commerce Center Addition (Lot 1)Project Number: F241078 Off Genesis Way and Enchanted Way Technician: Rosse, Joel New York, NY 10019 Weather: Mostly Cloudy Work Order Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date: 11/08/2024 1489980 1 936 2 3' S and 50' E from SW Corner of Building FG-3.0 1 6 93.9 25.394117.7 116.1 92.8 25.1 93 93 20.794126.9 94 104.9 20.694126.5 126.8 126.4 127.0 104.7 21.3 104.2 21.3 93126.4 104.4 21.1 93 126.4 126.7 104.8 20.9 104.4 2 B.5/1 FG-2.5 1 6 3 C.5/1 FG-2.5 1 6 4 E/1 FG-2.5 1 6 5 A.5/1 FG-2.0 1 126.6 104.7 20.9 127.0 105.5 20.4 105.1 12 E/1 FG-1.5 1 10 B.5/1 FG-1.5 1 6 6 9 A.5/1 FG-1.5 1 6 6 B.5/1 FG-2.0 1 6 7 C.5/1 FG-2.0 1 6 8 E/1 FG-2.0 1 6 6 1489981 2 6 127.0 105.5 20.4 93 104.7 21.1 93 104.4 21.5 93 21.1 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/08/2024 787 Seventh Avenue, 50th Floor Report Date:11/26/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Syed, Komail New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 15BrownClayeySand92296115.8 112.1 4 Percent Compaction 20.6 94 94 15 C.5/1 B.5/1 FG-1.0 1 6 A.5/1 FG-1.0 1 6 93 93 105.4 1 A.5/1 FG-2.5 1 General Location Area:Moisture Conditioning - Outside of the Building Pad 752 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4456 Manufacturer:Instrotek Model: 13 127.1 105.1 20.9 94 127.1 FG-1.0 1 126.8 126.7 104.2 21.6 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 6 11 C.5/1 FG-1.5 1 6 Respectfully Submitted, Standard Count:(D): 2236 (M): Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, Standard Count:(D): 2236 (M):752 Remarks: Serial No:4456 Manufacturer:Instrotek Model: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. 9320E/1 FG-0.5 1 6 126.6 104.2 21.5 1 6 126.7 93 19 C.5/1 FG-0.5 1 6 126.5 104.4 21.2 93 18 B.5/1 FG-0.5 1 6 126.9 104.8 21.1 104.4 21.49317A.5/1 FG-0.5 16 E/1 FG-1.0 1 6 126.8 104.9 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 20.9 94 General Location Area:Moisture Conditioning - 5' Outside of the Building Pad Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 2 Brown Clayey Sand 15 15.8 112.1 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Syed, Komail Grapevine, Texas Page Number:2 of 2 Work Order Number:1489981 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:11/26/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/08/2024 Respectfully Submitted, Standard Count:(D): 2854 (M): UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ General Location Area:Leaveouts: Exterior of Building 408 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 1 A/4 FG-2.0 1 96121.4 98.0 0438DarkBrownclaywithsand921 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 787 Seventh Avenue, 50th Floor Report Date:12/3/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Clear Work Order Number: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/13/2024 1494576 1 93 95 23.1 6 6 A/14 FG-2.0 1 6 7 A/16 FG-2.0 1 6 8 A/18 FG-2.0 1 6 6 116.4 91.7 22.3 93.64A/10 FG-2.0 1 6 5 A/12 FG-2.0 1 2 A/6 FG-2.0 1 6 3 A/8 FG-2.0 1 6 117.2 92.8 22.2 95117.7 93.0 21.7 115.9 116.4 91.5 22.9 91.2 93 93 22.796118.3 94 92.0 21.994116.8 115.9 90.9 22.2 18.696119.7 95 99.8 18.295118.8 96120.3 101.2 19.1 2 25' E from Center of parking Pad FG 1 6 3 25' S from Center of parking Pad FG 1 6 4 25' N from Center of parking Pad FG 1 6 5 Center of south parking Pad FG 1 119.6 100.3 18.6 119.3 100.4 18.8 100.8 6 6 1494578 1 95 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/15/2024 787 Seventh Avenue, 50th Floor Report Date:11/26/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 39Darkbrownandbrownsandyclay953100118.0 105.3 0 4 Percent Compaction 1 25' W from Center of parking Pad FG 1 General Location Area:Paving 407 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9941 Manufacturer:Humboldt Model:5001EZ UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 2862 (M): 14.598126.2 98 109.8 15.398126.6 99126.8 110.9 14.3 2 180' N and 20' E from SW Corner of Parking FG 1 6 3 270' N and 40' E from SW Corner of Parking FG 1 6 4 360' N and 40' E from SW Corner of Parking FG 1 6 5 430' N and 40' E from SW Corner of Parking FG 1 127.9 111.4 14.8 127.6 109.3 16.7 110.2 6 6 1504217 1 99 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:11/25/2024 787 Seventh Avenue, 50th Floor Report Date:12/3/2024 Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Iyamuremye, Yassin New York, NY 10019 Weather:Clear Work Order Number: Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 15BrownClayeySand952115.8 112.1 -2 2 Percent Compaction 1 90' N and 30' E from SW Corner of Parking FG 1 General Location Area:Paving 403 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:9942 Manufacturer:Humboldt Model:5001EZ UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager Respectfully Submitted, Standard Count:(D): 3188 (M): Technician:Iyamuremye, Yassin DraftStartTime: Stop Time: Respectfully Submitted, Ronnie Yeoman Project Manager Lunch Hrs: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Alpha Testing, LLC Total Hrs:0 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:Manufacturer:Model:Standard Count:(D):(M): 29 30 25 26 28 27 21 22 24 23 19 20 18 17 16 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area: Material Description/Classification PI Moisture Min. (%) Max. Compaction Min. (%) Max. Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Iyamuremye, Yassin Grapevine, Texas Page Number:2 of 4 Work Order Number:1504217 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date: New York, NY 10019 Weather: Client:GTIS Acquisitions, LLC Service Date:11/25/2024 Technician:Iyamuremye, Yassin DraftStartTime: Stop Time: Respectfully Submitted, Ronnie Yeoman Project Manager Lunch Hrs: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Alpha Testing, LLC Total Hrs:0 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:Manufacturer:Model:Standard Count:(D):(M): 44 45 40 41 43 42 36 37 39 38 34 35 33 32 31 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area: Material Description/Classification PI Moisture Min. (%) Max. Compaction Min. (%) Max. Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Iyamuremye, Yassin Grapevine, Texas Page Number:3 of 4 Work Order Number:1504217 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date: New York, NY 10019 Weather: Client:GTIS Acquisitions, LLC Service Date:11/25/2024 Technician:Iyamuremye, Yassin DraftStartTime: Stop Time: Respectfully Submitted, Ronnie Yeoman Project Manager Lunch Hrs: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Alpha Testing, LLC Total Hrs:0 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:Manufacturer:Model:Standard Count:(D):(M): 59 60 55 56 58 57 51 52 54 53 49 50 48 47 46 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area: Material Description/Classification PI Moisture Min. (%) Max. Compaction Min. (%) Max. Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Material Information Laboratory Data Project Specifications Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Iyamuremye, Yassin Grapevine, Texas Page Number:4 of 4 Work Order Number:1504217 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date: New York, NY 10019 Weather: Client:GTIS Acquisitions, LLC Service Date:11/25/2024 UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written 5001EZ Ronnie Yeoman Project Manager Respectfully Submitted, D):409StandardCount:Serial No:9941 Manufacturer:Humboldt Model: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction M):2857 General Location Material Description/Classification PI 43LIGHTREDDISHBROWNCLAY -2 2 95 Area:RETAINING WALL 100121.1 99.4 1516761 1 Material Information Laboratory Data Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Grapevine, Texas Page Number:1 of Moisture Min. (%) Max. Compaction Min. (%) Max. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:12/18/2024 787 Seventh Avenue, 50th Floor Report Date:12/26/2024 New York, NY 10019 Weather:Clear 97 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony Work Order Number: 96.9 1 SE Corner of Building 10' N FG-3.0 1 6 1 6 115.9 96.4 22.2 3 SE Corner of Building 10' N FG-2.0 1 6 2 SE Corner of Building 40' N FG-3.0 1 6 116.9 96.6 4 SE Corner of Building 40' N FG-2.0 116.8 97 97.2 21.9 98 22.4 21.797116.6 Building Services Department The City of Grapevine Â P.O. Box 95104 Â Grapevine, Texas 76099 Â (817) 410-3165 Â (817) 410-3166 www.grapevinetexas.gov C:FORMS-1\BSENERGYCODERELATED\EnergyCodeInspectionCertificate 3-07 REV: 2-16, 5-17,1/24 ENERGY CODE INSPECTION CERTIFICATION FORM Date: _______________________ Permit / Project Number: _____________________ Project Name: __________________________________________________________ Address of Inspection: ___________________________________________________ Name of Company Performing Inspection: ____________________________________ Name of Certified Inspector Performing Inspection: _____________________________ ICC Energy Code Inspector Certification Number: ______________________________ In accordance with State Law (Senate Bill 5 enacted by the 77th Legislature of the State of Texas), I hereby certify that I have inspected the above referenced structure and that it complies with all energy code provisions prescribed by State of Texas laws and any amendments adopted by the State of Texas and / or the City of Grapevine. Signature of Inspector Code Solutions Inc. Tim A. Fleming 1000357-77-78-79 3-25-2025 23-004309 121 Commerce Center (Shell Building) 1800 North State Hwy 121 Tim Fleming Digitally signed by Tim Fleming Date: 2025.03.25 15:45:06 -05'00' Building Services Department The City of Grapevine Â P.O. Box 95104 Â Grapevine, Texas 76099 Â (817) 410-3165 Â (817) 410-3166 www.grapevinetexas.gov C:FORMS-1\BSENERGYCODERELATED\EnergyCodeInspectionCertificate 3-07 REV: 2-16, 5-17,1/24 ENERGY CODE INSPECTION CERTIFICATION FORM Date: _______________________ Permit / Project Number: _____________________ Project Name: __________________________________________________________ Address of Inspection: ___________________________________________________ Name of Company Performing Inspection: ____________________________________ Name of Certified Inspector Performing Inspection: _____________________________ ICC Energy Code Inspector Certification Number: ______________________________ In accordance with State Law (Senate Bill 5 enacted by the 77th Legislature of the State of Texas), I hereby certify that I have inspected the above referenced structure and that it complies with all energy code provisions prescribed by State of Texas laws and any amendments adopted by the State of Texas and / or the City of Grapevine. Signature of Inspector Code Solutions Inc. Tim A. Fleming 1000357-77-78-79 3-25-2025 24-004016 121 Commerce Center SSpec Office TI 1800 North State Hwy 121 Suite 101 Tim Fleming Digitally signed by Tim Fleming Date: 2025.03.25 15:44:29 -05'00' Project Manager Respectfully Submitted, Ronnie Yeoman Passing 1¾" Sieve:60%Passing #4 Sieve: 66% 1 100% Test Information Test No. 61%85%C.6/11.5 C.6/12.5 PercentPassingTestLocation Project: Report Date: Weather: Client: 2 Technician Reyes, RubenOffGenesisWayandEnchantedWay Grapevine, Texas 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Date of Treatment:6/20/2024 6/24/2024DateofFinalMix: General Information General Location: LimeSlurryTypeofTreatment: Building Pad 06/24/2024ServiceDate: Work Order Number: Project Number: Page Number:of 3 100%86% 2 100%88% 4 9 100% C.6/17.5 C.6/18.5 D.5/11.5 90%C.6/14.5 5 6 100% 100% D.5/15.5 11 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III 100%13 86%64% Non-compliant results are represented by an asterisk(*) if applicable. Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Remarks: UES / Riner Engineering 12 100% 70%91% 10 100%89% C.6/15.5 87%66%D.5/14.5 8 100% 7 64% 100% 86% F241078 Clear 7/19/2024 1413992 100% 63% 68% 121 Commerce Center Addition (Lot 1) 4Sieve1¾" Sieve ¾" Sieve 85%Passing ¾" Sieve:100% Specification Information 1 65% 88%67% D.5/12.5 D.5/13.5 C.6/13.5 62%85% 100% 68% C.6/16.5 87% 85% 65% Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, Non-compliant results are represented by an asterisk(*) if applicable. Remarks: 70%24 E.5/18.5 100%89% 67% 23 E.5/17.5 100%90%69% 22 E.5/16.5 100%88% 64% 21 E.5/15.5 100%87%63% 20 E.5/14.5 100%86% 66% 19 E.5/13.5 100%86%62% 18 E.5/12.5 100%85% 65% 17 E.5/11.5 100%89%68% 16 D.5/18.5 100%85% 71% 15 D.5/17.5 100%86%65% 14 D.5/16.5 100%89% Test Information Test No.Test Location Percent Passing 1¾" Sieve ¾" Sieve #4 Sieve Specification Information Passing 1¾" Sieve:100%Passing ¾" Sieve:85%Passing #4 Sieve:60% General Information General Location:Building Pad Type of Treatment:Lime Slurry Date of Treatment:6/20/2024 Date of Final Mix:6/24/2024 Off Genesis Way and Enchanted Way Technician Reyes, Ruben Grapevine, Texas Page Number:2 of 2 Work Order Number: 1413992 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report Client:GTIS Acquisitions, LLC Service Date:06/24/2024 Project Manager Respectfully Submitted, Ronnie Yeoman 60%Passing #4 Sieve: 67% 1 100% Test Information Test No. 65%89%A.5/11.5 A.5/12.5 PercentPassingTestLocation Project: Report Date: Weather: Client: 2 Technician Reyes, RubenOffGenesisWayandEnchantedWay Grapevine, Texas 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 6/25/2024ServiceDate: Work Order Number: Project Number: Page Number:of 3 100%85% 2 100% Date of Treatment:6/22/2024 6/25/2024DateofFinalMix: General Information General Location: LimeSlurryTypeofTreatment: Building Pad Passing 1¾" Sieve: 4 9 100% A.5/17.5 A.5/18.5 B.5/11.5 88%A.5/14.5 5 6 100% 100% 87% B.5/15.5 11 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III 100%13 89%69% Non-compliant results are represented by an asterisk(*) if applicable. Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Remarks: UES / Riner Engineering 12 100% 68%90% 10 100%91% A.5/15.5 88%65%B.5/14.5 8 100% 7 90% F241078 Clear 7/19/2024 1414267 100% 60% 66% 121 Commerce Center Addition (Lot 1) 4Sieve1¾" Sieve ¾" Sieve 85%Passing ¾" Sieve:100% Specification Information 1 69% 85% 65% B.5/12.5 B.5/13.5 A.5/13.5 71%89% 100% 69% A.5/16.5 86% 88% 67% 68% 100% Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, Non-compliant results are represented by an asterisk(*) if applicable. Remarks: 64%24 C.4/18.5 100%86% 62% 23 C.4/17.5 100%86%65% 22 C.4/16.5 100%86% 60% 21 C.4/15.5 100%88%66% 20 C.4/14.5 100%85% 64% 19 C.4/13.5 100%85%61% 18 C.4/12.5 100%88% 70% 17 C.4/11.5 100%86%63% 16 B.5/18.5 100%90% 69% 15 B.5/17.5 100%87%66% 14 B.5/16.5 100%91% Test Information Test No.Test Location Percent Passing 1¾" Sieve ¾" Sieve #4 Sieve Specification Information Passing 1¾" Sieve:100%Passing ¾" Sieve:85%Passing #4 Sieve:60% General Information General Location:Building Pad Type of Treatment:Lime Slurry Date of Treatment:6/22/2024 Date of Final Mix:6/25/2024 Off Genesis Way and Enchanted Way Technician Reyes, Ruben Grapevine, Texas Page Number:2 of 2 Work Order Number: 1414267 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report Client:GTIS Acquisitions, LLC Service Date:6/25/2024 Project Manager Respectfully Submitted, Ronnie Yeoman Project: Report Date: Weather: Client: 2 Technician Reyes, RubenOffGenesisWayandEnchantedWay Grapevine, Texas 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/1/2024ServiceDate: Work Order Number: Project Number: Page Number:of 3 100%86% 2 100% Date of Treatment:6/27/2024 7/1/2024DateofFinalMix: General Information General Location: LimeSlurryTypeofTreatment: Building Pad (C.5-F/3-11) Passing 1¾" Sieve:60% 9 100% C.6/9.5 C.6/10.5 D.5/3.5 Passing #4 Sieve: 68% 1 100% Test Information Test No. 65%88%C.6/3.5 C.6/4.5 PercentPassingTestLocation 86%C.6/6.5 5 6 100% 100% 88% 4 D.5/7.5 11 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III 100%13 85%63% Non-compliant results are represented by an asterisk(*) if applicable. Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Remarks: UES / Riner Engineering 12 100% 71%92% 10 100%89% C.6/7.5 87%64%D.5/6.5 8 100% 7 85% F241078 Clear 7/19/2024 1418179 100% 63% 64% 121 Commerce Center Addition (Lot 1) 4Sieve1¾" Sieve ¾" Sieve 85%Passing ¾" Sieve:100% Specification Information 1 62% 90% 66% D.5/4.5 D.5/5.5 C.6/5.5 67%89% 100% 69% C.6/8.5 91% 87% 69% 65% 100% Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, Non-compliant results are represented by an asterisk(*) if applicable. Remarks: 67%24 E.5/10.5 100%89% 68% 23 E.5/9.5 100%87%65% 22 E.5/8.5 100%88% 69% 21 E.5/7.5 100%86%64% 20 E.5/6.5 100%90% 67% 19 E.5/5.5 100%85%60% 18 E.5/4.5 100%88% 69% 17 E.5/3.5 100%86%65% 16 D.5/10.5 100%89% 66% 15 D.5/9.5 100%85%61% 14 D.5/8.5 100%87% Test Information Test No.Test Location Percent Passing 1¾" Sieve ¾" Sieve #4 Sieve Specification Information Passing 1¾" Sieve:100%Passing ¾" Sieve:85%Passing #4 Sieve:60% General Information General Location:Building Pad (C.5-F/3-11) Type of Treatment:Lime Slurry Date of Treatment:6/27/2024 Date of Final Mix:7/1/2024 Off Genesis Way and Enchanted Way Technician Reyes, Ruben Grapevine, Texas Page Number:2 of 2 Work Order Number: 1418179 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report Client:GTIS Acquisitions, LLC Service Date:7/1/2024 64% B.5/4.5 B.5/5.5 A.5/5.5 66%88% 100% 68% A.5/8.5 86% 88% 63% 65% 100% 89% F241078 Clear 7/19/2024 1419347 100% 68% 66% 121 Commerce Center Addition (Lot 1) 4Sieve1¾" Sieve ¾" Sieve 85%Passing ¾" Sieve:100% Specification Information 1 70% 85% 100% 60%86% 10 100%89% A.5/7.5 90%69%B.5/6.5 8 100% 7 B.5/7.5 11 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III 100%13 92%71% Non-compliant results are represented by an asterisk(*) if applicable. Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Remarks: UES / Riner Engineering 12 87%A.5/6.5 5 6 100% 100% 85% 4 9 100% A.5/9.5 A.5/10.5 B.5/3.5 Passing #4 Sieve: 62% 1 100% Test Information Test No. 64%86%A.5/3.5 A.5/4.5 PercentPassingTestLocation Work Order Number: Project Number: Page Number:of 3 100%89% 2 100% Date of Treatment:6/28/2024 7/3/2024DateofFinalMix: General Information General Location: LimeSlurryTypeofTreatment: Building Pad (A-C.5/3-11) Passing 1¾" Sieve:60% Project: Report Date: Weather: Client: 2 Technician Reyes, RubenOffGenesisWayandEnchantedWay Grapevine, Texas 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/3/2024ServiceDate: Project Manager Respectfully Submitted, Ronnie Yeoman 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report Client:GTIS Acquisitions, LLC Service Date:7/3/2024 Work Order Number: 1419347 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/19/2024 New York, NY 10019 Weather:Clear Off Genesis Way and Enchanted Way Technician Reyes, Ruben Grapevine, Texas Page Number:2 of 2 General Information General Location:Building Pad (A-C.5/3-11) Type of Treatment:Lime Slurry Date of Treatment:6/28/2024 Date of Final Mix:7/3/2024 Test Information Test No.Test Location Percent Passing 1¾" Sieve ¾" Sieve #4 Sieve Specification Information Passing 1¾" Sieve:100%Passing ¾" Sieve:85%Passing #4 Sieve:60% 66% 15 B.5/9.5 100%86%63% 14 B.5/8.5 100%88% 62% 17 C.4/3.5 100%87%65% 16 B.5/10.5 100%87% 61% 19 C.4/5.5 100%89%69% 18 C.4/4.5 100%85% 67% 21 C.4/7.5 100%85%62% 20 C.4/6.5 100%89% 64% 23 C.4/9.5 100%86%60% 22 C.4/8.5 100%88% 63%24 C.4/10.5 100%87% Non-compliant results are represented by an asterisk(*) if applicable. Remarks: Respectfully Submitted, Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Project Manager Respectfully Submitted, Ronnie Yeoman Project: Report Date: Weather: Client: 1 Technician Reyes, RubenOffGenesisWayandEnchantedWay Grapevine, Texas 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Field Gradation Test Report GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/10/2024ServiceDate: Work Order Number: Project Number: Page Number:of 3 100%89% 2 100% Date of Treatment:7/8/2024 7/10/2024DateofFinalMix: General Information General Location: LimeSlurryTypeofTreatment: Building Pad (A-F/1-3) Passing 1¾" Sieve:60% 9 100% D.5/1.5 D.5/2.5 E.5/1.5 Passing #4 Sieve: 66% 1 100% Test Information Test No. 63%87%A.5/1.5 A.5/2.5 PercentPassingTestLocation 86%B.5/2.5 5 6 100% 100% 85% 4 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: Tex-101-E Part III Non-compliant results are represented by an asterisk(*) if applicable. Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Remarks: UES / Riner Engineering 10 100%89% C.5/1.5 8 100% 7 87% F241078 Clear 7/26/2024 1421662 100% 68% 61% 121 Commerce Center Addition (Lot 1) 4Sieve1¾" Sieve ¾" Sieve 85%Passing ¾" Sieve:100% Specification Information 1 62% 85% 60% E.5/2.5 B.5/1.5 67%88% 67% C.5/2.5 86% 85% 64% 62% 100% Grout Prism Compression Test Report 5058 Brush Creek Rd Fort Worth, TX 76119 817-496-5600 UES Professional Solutions 44, LLC TBPELS #813 / TBPG #50341 FIELD DATA Placement Location:DUMPSTER AREA 1 AND ELECTRICAL ROOM 1 (COURSES 1-9) Project Desc:121 COMMERCE CENTER ADDITION (LOT 1) OFF GENESIS WAY AND ENCHANTED WAY Our Report #:F241078-1500737 GTIS ACQUISITIONS, LLC 787 SEVENTH AVENUE, 50TH FLOOR NEW YORK, NY 10019 KYLEROBERSONATTN: Date Placed:11/19/2024 Time Placed:10:45 AM 8.50 N/A 64 72 Date Received:N/A Concrete Supplier:ONSITE Submitted By:Kemble, Robert Plant Number:1 Delivery Ticket No.:N/A N/A Batch Time:10:40:00 AM Tested For: Lab No.: Cure Type: Date Tested: Age Days): Max Load: Area: Sq. In.PSI: Cap Spec: PRISM COMPRESSION TEST RESULTS Avg. Length Avg. Width Avg Depth/ Diameter Cast By:UES Cured Specification:3 Mix ID:N/A Break Type: Sample Location:NORTH EAST CORNER OF DUMPSTER AREA, COURSE 7 PM:RONNIE YEOMAN Date Issued:12/18/2024 Specified Strength:2000 Result Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): Weather: Wind: Clear Initial Curing Method:Protected Area, Covered with Lid Final Curing Method:Moist Room Truck Number:N/A 895 11/26/2024 7 4245011.323750LABC-617 6.72 3.34 3.39 896 11/26/2024 7 4426011.563830LABC-617 6.67 3.37 3.43 897 12/17/2024 28 6972011.396120LABC-617 6.71 3.35 3.40 898 12/17/2024 28 6825011.535920LABC-617 6.70 3.37 3.42 Average 28-day Compressive Strength is compliant with project specifications CC: 6020 Respectfully Submitted By:__________________________________________________________ of UES Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 605958 Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards: ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. This report shall not be reproduced except in full, without the prior written approval of UES. Page 1 of 1 Code Solutions Inc. Code Consulting March 25, 2025 Mr. Guarav Sahay GITS HWY 121 SPE LP c/o GTIS Partners, LLC 787 7th Ave., 50th Floor New York, NY 10019 RE: 121 Commerce Spec Office TABS2025003203 1800 State Hwy 121, Suite 101 Grapevine, TX 76501 INSPECTION COMPLETED – NO VIOLATIONS Dear Mr. Sahay: We are pleased to inform you that the referenced facility has been inspected and found to be in substantial compliance with provisions of the Texas Government Code, Chapter 469. The inspection results will be forwarded to the Texas Department of Licensing and Regulation for issuance of the final approval letter. For newly constructed buildings and facilities, the Department will provide a Notice of Substantial Compliance (Certificate) to the owner up on receipt of a completed Notice of Substantial Compliance Request Form. This determination is applicable only to ensuring compliance with Texas Government Code, Chapter 469 and does not address the requirements of the Americans with Disabilities Act (ADA), (P.L. 101-336), or any other federal, state, or local requirement. For information on the ADA, call the ADA Hotline, (800) 949-4232 or the United States Department of Justice at (202) 514-0301. If you have any questions concerning the results of the inspection, or the requirements of the Architectural Barriers Act, or if you are not the owner of record for this facility, contact Tim Fleming at 817-379-1129. Please reference the TABS project number in all future correspondence pertaining to this project. Sincerely, Tim A. Fleming Tim A. Fleming Registered Accessibility Specialist RAS# 144 The review of these documents for this project by Code Solutions Inc. for the Texas Department of Licensing and Regulation (TDLR), Austin, Texas, is based on a best efforts endeavor following certification by ICBO/ICC and instruction by TDLR. This review in no way warrants complete compliance to the Texas Accessibility Standards. The building owner, and the design professionals agree that Code Solutions Incorporated’s limit of liability for any claim against it for services performed under this agreement shall be the total of fees paid to Code Solutions Inc. pursuant to this agreement. P.O. Box 1657. BRIDGEPORT, TX 76426 817-379-1129 Connie.fleming@verizon.net Texas Accessibility Standards Inspection Report: Inspection Report TDLR Project No. TABS2025003203 Article 9102, T.C.S. RAS Project No. 24-131 Texas Accessibility Standards Page #1 Project: 121 Commerce Spec Office Facility: 121 Commerce Center Address: 1800 State Hwy 121, Suite 101 City: Grapevine, TX 76501 Owner: GITS HWY 121 SPE LP c/o GTIS Partners, LLC 787 7th Ave., 50th Floor New York, NY 10019 Inspector: Tim A. Fleming, RAS #144 Date of Inspection: 3-25-2025 Project Scope: 201 New Construction Project Description: Construction or spec office improvements and limited dock equipment, with mechanical, plumbing and electrical, and life safety. 3,084 SQ FT. Owner Funded. Inspection Approval Site Photo Code Solutions Inc. Code Consulting March 25, 2025 INSPECTION COMPLETED – NO VIOLATIONS Mr. Gaurav Sahay GTIS Highway 121 SPE LP c/o GTIS Partners, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 RE: 121 Commerce Center TABS2024005870 1800 State Highway 121 Grapevine, TX 76051 Dear Mr. Sahay: We are pleased to inform you that the referenced facility has been inspected and found to be in substantial compliance with provisions of the Texas Government Code, Chapter 469. The inspection results will be forwarded to the Texas Department of Licensing and Regulation for issuance of the final approval letter. For newly constructed buildings and facilities, the Department will provide a Notice of Substantial Compliance (Certificate) to the owner up on receipt of a completed Notice of Substantial Compliance Request Form. This determination is applicable only to ensuring compliance with Texas Government Code, Chapter 469 and does not address the requirements of the Americans with Disabilities Act (ADA), (P.L. 101-336), or any other federal, state, or local requirement. For information on the ADA, call the ADA Hotline, (800) 949-4232 or the United States Department of Justice at (202) 514-0301. If you have any questions concerning the results of the inspection, or the requirements of the Architectural Barriers Act, or if you are not the owner of record for this facility, contact Tim Fleming at 817-379-1129. Please reference the TABS project number in all future correspondence pertaining to this project. Sincerely, Tim A. Fleming Tim A. Fleming Registered Accessibility Specialist RAS# 144 The review of these documents for this project by Code Solutions Inc. for the Texas Department of Licensing and Regulation (TDLR), Austin, Texas, is based on a best efforts endeavor following certification by ICBO/ICC and instruction by TDLR. This review in no way warrants complete compliance to the Texas Accessibility Standards. The building owner, and the design professionals agree that Code Solutions Incorporated’s limit of liability for any claim against it for services performed under this agreement shall be the total of fees paid to Code Solutions Inc. pursuant to this agreement. P.O. Box 1657. BRIDGEPORT, TX 76426 817-379-1129 Connie.fleming@verizon.net Texas Accessibility Standards Inspection Report: Inspection Report TDLR Project No. TABS2024005870 Article 9102, T.C.S. RAS Project No. 23-175 Texas Accessibility Standards Page #1 Project: 121 Commerce Center Facility: 121 Commerce Center Address: 1800 State Highway 121 City: Grapevine, TX 76051 Owner: Mr. Gaurav Sahay GTIS Highway 121 SPE LP c/o GTIS Partners, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Inspector: Tim A. Fleming, RAS #144 Date of Inspection: 3-25-2025 Project Scope: 201 New Construction Project Description: Construction of shell spec office, and associated site improvements. Inspection Approval Site Photo June 5, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Mr. Kyle Roberson Re: Lime Stabilized Cap 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1400281 A Lime Series test using ASTM D-4318 Method B was performed on a single sample obtained from the building pad area. Based on visual observation of the exposed building pad and results of the above described lime series, it is recommended the building pad cap be mechanically lime stabilized with a minimum 6% hydrated lime. Based on a dry unit soil weight of 100pcf, this percent equates to: 27 lbs. of hydrated lime per square yard for 6” thick compacted thickness. We appreciate the opportunity to be of service on this project. If we can be of further assistance, please contact us. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Jeromi C. Kelsey, PE Project Manager CMT Department Manager - Fort Worth June 5, 2024 CLIENT: GTIS Acquisitions, LLC New York, NY LABORATORY TEST: LIME SERIES DATA FIGURE - 1 PROJECT NAME: 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES PROJECT NO.: F241078-1400281 DATE: 06/04/2024 2 of 3 PI LIME SERIES 0 5 10 15 20 25 30 35 40 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% PERCENT LIME ADDED PI SOIL SAMPLE DATA DESCRIPTION: Dark Brown Sandy Clay LOCATION: Moisture Conditioning, Section 1 LIQUID LIMIT: 42 PLASTICITY INDEX : 25 PI LIME SERIES DATA PERCENT LIME 0 2 4 6 8 10 PI 25 20 14 10 7 4 CLIENT: GTIS Acquisitions, LLC New York, NY LABORATORY TEST: LIME SERIES DATA FIGURE - 1 PROJECT NAME: 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES PROJECT NO.: F241078-1400281 DATE: 06/04/2024 3 of 3 RESULTS OF LABORATORY TESTS SAMPLE NO. LIQUID LIMIT PLASTICITY INDEX SULFATE CONTENT (ppm) 1 42 25 1,000 LOCATION AND DESCRIPTION 1 Moisture Conditioning, Section 1 Dark Brown Sandy Clay 05/13/24 CLASSIFICATION: SAMPLE LOCATION: TEST METHOD:ASTM D698-B TESTED FOR:SOIL ID NUMBER:2 112.1 PCF 15.8 % LIQUID LIMIT:30 PROJECT:PLASTIC LIMIT:15 PLASTICITY INDEX: 41% Respectfully Submitted, Ronnie Yeoman Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 On-site Stockpile MAXIMUM DRY UNIT WEIGHT: FINER THAN NO. 200 SIEVE: OPTIMUM MOISTURE CONTENT: MATERIAL DESCRIPTION: SC OUR REPORT NO.: 15 GTIS Acquisitions, LLC New York, New York 121 Commerce Center Addition (Lot 1) Grapevine, Texas F241078-1391479-2 Brown Clayey Sand 95 100 105 110 115 120 125 130 2%3%8%13%18%23%28%33% DR Y U N I T W E I G H T l b s c u f t MOISTURE CONTENT MOISTURE DENSITY RELATIONSHIP 05/13/24 CLASSIFICATION: SAMPLE LOCATION: TEST METHOD:ASTM D698-B TESTED FOR:SOIL ID NUMBER:3 105.3 PCF 18.0 % LIQUID LIMIT:59 PROJECT:PLASTIC LIMIT:20 PLASTICITY INDEX: 69% Respectfully Submitted, Ronnie Yeoman Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 On-site Stockpile MAXIMUM DRY UNIT WEIGHT: FINER THAN NO. 200 SIEVE: OPTIMUM MOISTURE CONTENT: MATERIAL DESCRIPTION: CH OUR REPORT NO.: 39 GTIS Acquisitions, LLC New York, New York 121 Commerce Center Addition (Lot 1) Grapevine, Texas F241078-1391479-3 Dark Bown and Brown Sandy Clay 88 93 98 103 108 113 118 123 1%6%11%16%21%26%31%36% DR Y U N I T W E I G H T l b s c u f t MOISTURE CONTENT MOISTURE DENSITY RELATIONSHIP 06/13/24 CLASSIFICATION: SAMPLE LOCATION: TEST METHOD:ASTM D698-B TESTED FOR:SOIL ID NUMBER:5 99.4 PCF 21.1 % LIQUID LIMIT:66 PROJECT:PLASTIC LIMIT:23 PLASTICITY INDEX: 86% Respectfully Submitted, Ronnie Yeoman Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Building Pad, Grid #11 MAXIMUM DRY UNIT WEIGHT: FINER THAN NO. 200 SIEVE: OPTIMUM MOISTURE CONTENT: MATERIAL DESCRIPTION: CH OUR REPORT NO.: 43 GTIS Acquisitions, LLC New York, New York 121 Commerce Center Addition (Lot 1) Grapevine, Texas F241078-1407544 Light Reddish Brown Clay 82 87 92 97 102 107 112 117 4%9%14%19%24%29%34%39% DR Y U N I T W E I G H T l b s c u f t MOISTURE CONTENT MOISTURE DENSITY RELATIONSHIP 06/24/24 CLASSIFICATION: SAMPLE LOCATION: TEST METHOD:ASTM D698-B TESTED FOR:SOIL ID NUMBER:06L 93.2 PCF 26.3 % LIQUID LIMIT:41 PROJECT:PLASTIC LIMIT:28 PLASTICITY INDEX: N/A Respectfully Submitted, Ronnie Yeoman Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Building Pad, A-F/14-16 MAXIMUM DRY UNIT WEIGHT: FINER THAN NO. 200 SIEVE: OPTIMUM MOISTURE CONTENT: MATERIAL DESCRIPTION: Lime Treated OUR REPORT NO.: 13 GTIS Acquisitions, LLC New York, New York 121 Commerce Center Addition (Lot 1) Grapevine, Texas F241078-1414220-1 Light Brown and Tan Clay 76 81 86 91 96 101 106 111 9%14%19%24%29%34%39%44% DR Y U N I T W E I G H T l b s c u f t MOISTURE CONTENT MOISTURE DENSITY RELATIONSHIP 06/24/24 CLASSIFICATION: SAMPLE LOCATION: TEST METHOD:ASTM D698-B TESTED FOR:SOIL ID NUMBER:07L 95.9 PCF 23.5 % LIQUID LIMIT:27 PROJECT:PLASTIC LIMIT:24 PLASTICITY INDEX: N/A Respectfully Submitted, Ronnie Yeoman Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Building Pad, A-F/17-19 MAXIMUM DRY UNIT WEIGHT: FINER THAN NO. 200 SIEVE: OPTIMUM MOISTURE CONTENT: MATERIAL DESCRIPTION: Lime Treated OUR REPORT NO.: 3 GTIS Acquisitions, LLC New York, New York 121 Commerce Center Addition (Lot 1) Grapevine, Texas F241078-1414220-2 Dark Brown Clay 78 83 88 93 98 103 108 113 6%11%16%21%26%31%36%41% DR Y U N I T W E I G H T l b s c u f t MOISTURE CONTENT MOISTURE DENSITY RELATIONSHIP 96 97 26.397114.7 115.1 114.7 91.9 24.8 91.8 25.4 90.816 99 6 C.5/7.5 Final 1 6 114.7 114.3 89.5 90.6 113.8 114.6 92.0 24.6 99 97 88.9 28.0 95 26.8 4 C.5/5.5 Final 10 D.5/3.5 Final 1 6 6 7 C.5/8.5 Final 1 6 5 C.5/6.5 Final 1 6 112.7 88.4 9 C.5/10.5 Final 1 6 8 C.5/9.5 Final 1 113.7 88.7 28.2 3 C.5/4.5 Final 1 6 2 C.5/3.5 Final 1 6 114.1 90.0 1 B.5/10.5 Final 1 6 11 D.5/4.5 Final 1 6 12 D.5/5.5 Final 1 6 Partly Cloudy 91.7 25.3 98 24.6 99 95 27.5 98 96 95 92.0 27.7 26.6 1420578 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/8/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 2 Material Information Laboratory Data 13LightBrownandTanClay 93.2 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 2 29506L General Location Area:Building Pad (A-F/3-11) 100126.3 89.6 27.8 92.2 D.5/7.5 Final 1 6 D.5/6.5 Final 1 6 114.6 24.3 99 15 D.5/8.5 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 114.4 90.7 26.1 97 D): 2260 (M):730StandardCount: 114.6 114.9 114.5 14 Remarks: Final 1 6 Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Respectfully Submitted, D): 2260 (M):730 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 89.3 26.7 96 114.1 90.7 25.8 97 113.1 27 Plumbing A.4/18.4 Final 1 6 26 Plumbing A.4/11.4 Final 1 6 90.4 26.597114.425E.5/10.5 Final 1 6 91.5 25.3 98 113.4 88.6 28.0 95 113.3 89.5 26.6 114.6 24 E.5/9.5 Final 1 6 23 E.5/8.5 Final 1 6 114.9 20 E.5/5.5 Final 1 6 114.8 96 92.1 24.8 99 22 E.5/7.5 Final 1 6 21 E.5/6.5 Final 1 6 19 E.5/4.5 Final 1 6 113.3 89.3 26.9 92.3 24.4 99 26.4 97 96 18 E.5/3.5 Final 1 6 114.4 90.5 17 D.5/10.5 Final 1 6 113.6 88.7 28.1 16 D.5/9.5 Final 1 6 114.7 91.6 25.2 98 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Building Pad (A-F/3-11) 95 100 Material Description/Classification PI Light Brown and Tan Clay 13 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 06L 26.3 93.2 -2 2 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 2 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Partly Cloudy Work Order Number:1420578 Client:GTIS Acquisitions, LLC Service Date:7/8/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:(D): 2266 (M):735StandardCount: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 4923 2 2 95 General Location Area:Utility Backfill/Building Pad 96 100226.3 1 18.0 06L Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 93.2 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Brown and Tan Clay 13 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 1421213 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/9/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 96 95 24.6 25.4 123.8 101.2 22.3 3 Plumbing E.4/18.6 FG-1.5 1 6 2 Plumbing A.5/18.6 FG-2.0 1 6 124.1 100.4 1 Plumbing E.5/18.6 FG-2.0 1 6 8 Plumbing A.4/18.6 Final 2 4 Plumbing A.4/18.6 FG-1.5 6 7 Plumbing E.4/18.6 Final 2 6 5 Plumbing E.5/18.6 FG-1.0 1 6 123.6 123.4 100.2 23.2 95 95 99.3 24.5 94 23.6 6 Plumbing A.5/18.6 FG-1.0 1 6 114.0 114.8 92.1 90.9 99 98 22.796123.8 122.3 99.6 22.8 100.916 97 98 19.895120.4 120.8 121.6 104.4 16.5 101.6 18.9 100.516 99 6 Storm Drain Line A- Station 1+40 FG-2.5 1 6 120.5 120.1 102.0 103.1 120.7 119.6 101.9 17.4 97 99 101.1 19.4 96 16.2 4 Storm Drain Line A- Station 1+45 FG-3.0 10 Storm Drain Line A- Station 1+40 FG-1.5 1 6 6 7 Storm Drain Line A- Station 3+50 FG-2.0 1 6 5 Storm Drain Line A- Station 4+00 FG-2.5 1 6 119.6 101.8 9 Storm Drain Line A- Station 4+00 FG-1.5 1 6 8 Storm Drain Line A- Station 1+45 FG-2.0 1 120.2 100.3 20.0 3 Storm Drain Line A- Station 3+50 FG-3.0 1 6 2 Storm Drain Line A- Station 1+40 FG-3.5 1 6 121.4 104.5 1 Storm Drain Line A- Station 4+00 FG-3.5 1 6 11 Storm Drain Line A- Station 3+50 FG-1.0 1 6 12 Storm Drain Line A- Station 1+45 FG-1.0 1 6 Clear 101.3 19.0 96 95 17.5 96 96 97 17.7 16.9 1421663 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/10/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 Material Information Laboratory Data 39DarkBrownandBrownSandyClay 105.3 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 2 2953 General Location Area:Utilities/Paving Area 100118.0 101.5 18.6 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:(D): 2242 (M):727StandardCount: 120.5 120.4 Remarks: Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: FG-2.5 1 6 Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 122.8 100.5 22.2 95 D): 2255 (M):726StandardCount: 124.0 123.4 122.7 23.6 95 15 D/16- North Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 97.7 25.6 100.3 E/16- South FG-2.5 1 6 E/16- North FG-2.5 1 6 123.7 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 1423017 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/11/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 101.1 22.1 96 24.2 95 95 22.0 93 93 96 99.6 24.2 22.4 11 C/17- North FG-2.5 1 6 12 C/17- South FG-2.5 1 6 123.1 99.8 23.3 3 D/18- North FG-2.5 1 6 2 E/18- South FG-2.5 1 6 123.5 100.7 1 E/18- North FG-2.5 1 6 123.6 101.3 9 D/17- North FG-2.5 1 6 8 E/17- South FG-2.5 1 4 D/18- South FG-2.5 10 D/17- South FG-2.5 1 6 6 7 E/17- North FG-2.5 1 6 5 C/18- North FG-2.5 1 6 122.7 124.0 100.4 23.5 95 96 98.6 24.4 94 22.6 94 6 C/18- South FG-2.5 1 6 123.5 122.7 98.8 100.9 94 96 24.794124.1 122.9 123.5 99.2 24.5 97.9 25.5 99.516 Client:GTIS Acquisitions, LLC Service Date:7/11/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear Work Order Number:1423017 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 2 95100LightReddishBrownClay432521.1 99.4 -2 General Location Area:Building Pad Footings Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 22.1 16 D/16- South FG-2.5 1 6 123.6 99.3 24.5 94 96 18 C/16- South FG-2.5 1 6 124.2 100.5 17 C/16- North FG-2.5 1 6 123.6 101.2 101.4 22.3 96 23.6 95 9619E/15- North FG-2.5 1 6 123.5 100.8 22.5 124.1 20 E/15- South FG-2.5 1 6 124.0 95 99.4 24.8 94 22 D/15- South FG-2.5 1 6 21 D/15- North FG-2.5 1 6 123.6 100.2 23.4 122.7 24 C/15- South FG-2.5 1 6 23 C/15- North FG-2.5 1 6 99.7 23.1 95 124.4 101.5 22.6 96 26 E/14- South FG-2.5 1 6 25 E/14- North FG-2.5 1 6 98.9 24.1 94 122.2 97.8 24.9 93 122.7 28 D/14- South FG-2.5 1 6 27 D/14- North FG-2.5 1 6 99.6 23.3 95 123.8 100.8 22.8 96 122.8 30 C/14- South FG-2.5 1 6 29 C/14- North FG-2.5 1 6 101.3 22.4 96 122.3 98.6 24.0 94 124.0 D): 2255 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2255 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 98.5 19.699117.842StormDrainLineA-5 at Station 6+30 FG-1.0 2 6 117.2 96.8 21.1 97 95.5 22.696117.1 41 Storm Drain Line A-5 at Station 3+30 FG-1.0 2 6 40 Storm Drain Line A-5 at Station 6+00 FG-1.5 2 6 117.6 97.7 20.4 98 96.2 21.497116.8 39 Storm Drain Line A-5 at Station 3+00 FG-1.5 2 6 38 Storm Drain Line A-5 at Station 6+30 FG-2.0 2 6 99 37 Storm Drain Line A-5 at Station 3+30 FG-2.0 2 6 36 Storm Drain Line A-5 at Station 6+00 FG-2.5 2 6 117.6 95.8 22.8 96 97.1 20.398116.8 35 Storm Drain Line A-5 at Station 3+00 FG-2.5 2 6 19.7 99 34 Storm Drain Line A-5 at Station 6+30 FG-3.0 2 6 117.1 118.1 99.2 19.1 100 98.0 19.5 97 33 Storm Drain Line A-5 at Station 3+30 FG-3.0 2 6 118.0 98.6 32 Storm Drain Line A-5 at Station 6+00 FG-3.5 2 6 116.8 96.5 21.0 31 Storm Drain Line A-5 at Station 3+00 FG-3.5 2 6 118.0 97.9 20.5 98 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Utility Backfill/Paving Area 10025LightReddishBrownClay4321.1 99.4 -2 2 95 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Work Order Number:1423017 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/11/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 D): 2253 (M):731StandardCount: 123.2 123.8 122.7 23.1 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.9 22.8 100.1 C/12- South FG-2.5 1 6 C/12- North FG-2.5 1 6 123.7 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 1423919 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 99.4 24.5 94 22.0 96 95 23.7 95 95 95 101.4 24.6 22.3 11 B/12- North FG-2.5 1 6 12 B/12- South FG-2.5 1 6 123.7 100.4 23.2 3 B/17- North FG-2.5 1 6 2 B/18- South FG-2.5 1 6 123.6 100.1 1 B/18- North FG-2.5 1 6 124.3 100.5 9 B/14- North FG-2.5 1 6 8 B/15- South FG-2.5 1 4 B/17- South FG-2.5 10 B/14- South FG-2.5 1 6 6 7 B/15- North FG-2.5 1 6 5 B/16- North FG-2.5 1 6 123.8 122.4 97.6 25.4 93 95 99.5 24.4 94 23.5 95 6 B/16- South FG-2.5 1 6 123.9 123.6 99.2 101.3 94 96 22.196123.6 123.1 122.6 99.7 23.0 100.2 22.9 101.216 Client:GTIS Acquisitions, LLC Service Date:7/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear Work Order Number:1423919 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 2 95100LightReddishBrownClay432521.1 99.4 -2 General Location Area:Utility Backfill/Paving Area Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 21.6 15 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.1 97.9 19.6 98 97 17 Storm Drain Line D-1 at Station 2+40 FG-3.0 2 6 116.7 95.4 16 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.3 96.5 95.8 22.1 96 22.3 96 9818StormDrainLineD-1 at Station 2+40 FG-3.0 2 6 116.9 97.0 20.5 117.0 19 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6 117.0 97 96.3 21.5 97 21 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6 20 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6 117.4 96.9 21.2 117.4 23 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6 22 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6 98.5 19.2 99 116.2 94.5 23.0 95 25 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6 24 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6 95.6 22.5 96 117.7 96.7 21.7 97 117.1 26 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6 97.1 20.398116.8 28 Plumbing A.6/1.8 FG-3.5 1 6 27 Plumbing A.6/1.8 FG-4.0 1 6 97.5 25.6 93 123.0 99.8 23.2 95 122.5 D): 2253 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2253 (M):721 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 24.2 94 96 33 Plumbing A.6/1.8 FG-1.0 1 6 123.2 99.2 32 Plumbing A.6/1.8 FG-1.5 1 6 123.4 100.6 22.7 31 Plumbing A.6/1.8 FG-2.5 1 6 122.6 97.8 25.4 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Utility Backfill/Building 10025LightReddishBrownClay4321.1 99.4 -2 2 95 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Work Order Number:1423919 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/13/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 13 D): 2253 (M):731StandardCount: 123.2 123.8 122.7 23.1 95 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.9 22.8 100.1 C/12- South FG-2.5 1 6 C/12- North FG-2.5 1 6 123.7 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 3 1423919 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 99.4 24.5 94 22.0 96 95 23.7 95 95 95 101.4 24.6 22.3 11 B/12- North FG-2.5 1 6 12 B/12- South FG-2.5 1 6 123.7 100.4 23.2 3 B/17- North FG-2.5 1 6 2 B/18- South FG-2.5 1 6 123.6 100.1 1 B/18- North FG-2.5 1 6 124.3 100.5 9 B/14- North FG-2.5 1 6 8 B/15- South FG-2.5 1 4 B/17- South FG-2.5 10 B/14- South FG-2.5 1 6 6 7 B/15- North FG-2.5 1 6 5 B/16- North FG-2.5 1 6 123.8 122.4 97.6 25.4 93 95 99.5 24.4 94 23.5 95 6 B/16- South FG-2.5 1 6 123.9 123.6 99.2 101.3 94 96 22.196123.6 123.1 122.6 99.7 23.0 100.2 22.9 101.216 Client:GTIS Acquisitions, LLC Service Date:7/13/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear Work Order Number:1423919 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 3 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 2 95100LightReddishBrownClay432521.1 99.4 -2 General Location Area:Utility Backfill/Paving Area Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 21.6 15 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.1 97.9 19.6 98 97 17 Storm Drain Line D-1 at Station 2+40 FG-3.0 2 6 116.7 95.4 16 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.3 96.5 95.8 22.1 96 22.3 96 9818StormDrainLineD-1 at Station 2+40 FG-3.0 2 6 116.9 97.0 20.5 117.0 19 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6 117.0 97 96.3 21.5 97 21 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6 20 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6 117.4 96.9 21.2 117.4 23 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6 22 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6 98.5 19.2 99 116.2 94.5 23.0 95 25 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6 24 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6 95.6 22.5 96 117.7 96.7 21.7 97 117.1 26 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6 97.1 20.398116.8 28 Plumbing A.6/1.8 FG-3.5 1 6 27 Plumbing A.6/1.8 FG-4.0 1 6 97.5 25.6 93 123.0 99.8 23.2 95 122.5 D): 2253 (M):731 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager Ronnie Yeoman This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project Manager UES / Riner Engineering Respectfully Submitted, D): 2253 (M):721 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: 24.2 94 96 33 Plumbing A.6/1.8 FG-1.0 1 6 123.2 99.2 32 Plumbing A.6/1.8 FG-1.5 1 6 123.4 100.6 22.7 31 Plumbing A.6/1.8 FG-2.5 1 6 122.6 97.8 25.4 93 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction General Location Area:Utility Backfill/Building 10025LightReddishBrownClay4321.1 99.4 -2 2 95 Max Dry Weight pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture 4 92 96 Material Information Laboratory Data Project Specifications Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:3 of 3 Work Order Number:1423919 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 787 Seventh Avenue, 50th Floor Report Date:7/26/2024 New York, NY 10019 Weather:Clear 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:7/13/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 12 D): 2251 (M):726StandardCount: 123.8 123.3 123.5 22.9 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 99.9 23.6 100.7Plumbing-A.4/4 FG-1.0 1 6 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 2 1424300 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/18/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Clear 98.9 24.7 94 95 22.3 95 95 96 22.2 24.5 10 Plumbing-A.4/4 FG-1.5 1 6 11 Plumbing-A.4/4 FG-1.0 1 6 123.4 100.2 23.2 3 D/6- North FG-2.5 1 6 2 D/5- South FG-2.5 1 6 122.6 98.6 1 D/5- North FG-2.5 1 6 123.8 101.2 Utility Backfill/Building 8 D/9- South FG-2.5 1 4 D/6- South FG-2.5 9 Plumbing-A.4/4 FG-1.5 1 6 6 7 D/9- North FG-2.5 1 6 5 D/8- North FG-2.5 1 6 122.9 123.8 100.9 22.7 96 94 99.1 24.0 94 24.3 6 D/8- South FG-2.5 1 6 123.5 123.8 101.3 99.2 96 94 23.994123.2 122.8 99.6 23.3 99.416 Client:GTIS Acquisitions, LLC Service Date:7/18/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Clear Work Order Number:1424300 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:2 of 2 Material Description/Classification PI Dark Brown and Brown Sandy Clay 39 Material Information Laboratory Data Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. 1 3 18.0 105.3 4 Mat. No. Proctor Report No. Optimum Moisture Max Dry Weight pcf) 92 96 2 95100LightReddishBrownClay432521.1 99.4 -2 General Location Area:Utility Backfill/Paving Area Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 21.3 13 Sanitary Sewer Line S-1 at Station 1+50 FG-6.0 2 6 117.7 98.7 19.2 99 97 15 Sanitary Sewer Line S-1 at Station 1+50 FG-5.0 2 6 116.1 96.0 14 Sanitary Sewer Line S-1 at Station 2+25 FG-5.5 2 6 117.4 96.8 95.5 22.5 96 20.9 97 9816SanitarySewerLineS-1 at Station 2+25 FG-4.5 2 6 117.5 97.9 20.0 117.1 17 Sanitary Sewer Line S-1 at Station 1+50 FG-4.0 2 6 117.0 99 96.6 21.2 97 19 Sanitary Sewer Line S-1 at Station 1+50 FG-3.0 2 6 18 Sanitary Sewer Line S-1 at Station 2+25 FG-3.5 2 6 117.0 98.0 19.4 116.8 21 Sanitary Sewer Line S-1 at Station 1+50 FG-2.0 2 6 20 Sanitary Sewer Line S-1 at Station 2+25 FG-2.5 2 6 97.2 20.2 98 117.1 96.3 21.6 97 23 Sanitary Sewer Line S-1 at Station 1+50 FG-1.0 2 6 22 Sanitary Sewer Line S-1 at Station 2+25 FG-1.5 2 6 95.2 22.5 96 117.0 96.8 20.9 97 116.6 D): 2251 (M):726 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model:Standard Count: Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written UES / Riner Engineering Ronnie Yeoman Project Manager approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4457 Manufacturer:Instrotek Model: 12 D): 2275 (M):729StandardCount: 115.3 118.0 117.6 21.4 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 97.8 20.2 95.0StormDrainLineDatStation2+25 FG-1.0 2 6 4923 2 2 95 General Location Area:Building Pad Footings 96 100221.1 1 18.0 5 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 99.4 Material Information Laboratory Data 39DarkBrownandBrownSandyClay Light Reddish Brown Clay 43 105.3 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 1428191 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/20/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Clear 98.7 19.6 99 96 20.4 95 98 98 19.3 10 Storm Drain Line D at Station 2+25 FG-2.0 2 6 11 Storm Drain Line D at Station 1+25 FG-1.5 2 6 123.9 101.2 22.4 3 C/3- North FG-2.5 1 6 2 C/2- South FG-2.5 1 6 122.9 98.8 1 C/2- North FG-2.5 1 6 117.0 97.2 8 Storm Drain Line D at Station 2+25 FG-3.0 2 6 7 Storm Drain Line D at Station 1+25 FG-3.5 2 4 C/3- South FG-2.5 9 Storm Drain Line D at Station 1+25 FG-2.5 2 6 6 Utility Backfill/Paving Area 5 C/4- North FG-2.5 1 6 123.5 123.6 100.7 22.7 96 94 98.3 25.6 93 24.4 96 6 C/4- South FG-2.5 1 6 118.0 98.9 99 24.194123.5 123.7 115.6 95.4 21.2 100.2 23.5 99.516 07/25/24 CLASSIFICATION: SAMPLE LOCATION: TEST METHOD:ASTM D698-C TESTED FOR:SOIL ID NUMBER:08F 117.3 PCF 11.5 % LIQUID LIMIT:36 PROJECT:PLASTIC LIMIT:34 PLASTICITY INDEX: 9% Respectfully Submitted, Ronnie Yeoman Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 On-site Stockpile MAXIMUM DRY UNIT WEIGHT: FINER THAN NO. 200 SIEVE: OPTIMUM MOISTURE CONTENT: MATERIAL DESCRIPTION: Flexible Base OUR REPORT NO.: 2 GTIS Acquisitions, LLC New York, New York 121 Commerce Center Addition (Lot 1) Grapevine, Texas F241078-1431036 Gray Flexible Base 100 105 110 115 120 125 130 135 6%-1%4%9%14%19%24%29% DR Y U N I T W E I G H T l b s c u f t MOISTURE CONTENT MOISTURE DENSITY RELATIONSHIP 113.9 98 88.9 28.1 95 24.7 113.0 90.2 25.3 3 D.4/15.5 FG 1 6 2 C.8/15.5 FG 1 6 113.6 91.1 1 C.3/15.5 FG 1 6 Cloudy 97 1431520 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:07/26/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 Material Information Laboratory Data 13LightBrownandTanClay 93.2 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI 2 29506L General Location Area:Building Pad 100126.3 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4453 Manufacturer:Instrotek Model:(D): 2270 (M):731StandardCount: Remarks: Respectfully Submitted, Ronnie Yeoman approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:4453 Manufacturer:Instrotek Model: 13 D): 2262 (M):727StandardCount: 119.9 119.3 118.9 25.8 96 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 94.2 26.2 95.3 B/9-South FG-2.5 1 6 B/9-North FG-2.5 1 6 119.7 4925 General Location Area:Building Pad Footings 96121.1 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 43LightReddishBrownClay 99.4 Off Genesis Way and Enchanted Way Technician:Reyes, Ruben Grapevine, Texas Page Number:1 of 1 1432424 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:7/27/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:7/31/2024 New York, NY 10019 Weather:Mostly Cloudy 93.6 27.5 94 25.2 96 96 25.7 96 95 96 95.6 27.3 27.9 11 B/8- North FG-2.5 1 6 12 B/8- South FG-2.5 1 6 119.9 95.6 25.4 3 B/3- North FG-2.5 1 6 2 B/2- South FG-2.5 1 6 119.2 94.4 1 B/2- North FG-2.5 1 6 119.4 95.0 9 B/6- North FG-2.5 1 6 8 B/5- South FG-2.5 1 4 B/3- South FG-2.5 10 B/6- South FG-2.5 1 6 6 7 B/5- North FG-2.5 1 6 5 B/4- North FG-2.5 1 6 118.8 118.4 93.3 26.9 94 95 93.5 27.1 94 26.3 95 6 B/4- South FG-2.5 1 6 118.4 118.4 93.0 92.6 94 93 26.595119.9 119.7 119.7 94.7 26.4 95.3 25.6 94.816 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Project Manager UES / Riner Engineering Ronnie Yeoman 14 Remarks: Respectfully Submitted, Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:2486 Manufacturer:Humboldt Model:5001EZ 13 D): 2453 (M):464StandardCount: 117.4 114.1 115.3 27.5 94 Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture Percent Compaction 91.6 25.9 92.1 D.5/18 FG-11.0 1 6 B.5/18 FG-11.0 1 6 114.8 4921 General Location Area:Building Pad 96121.4 Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 38DarkBrownClaywithSand 98.0 New York, NY 10019 Weather: Off Genesis Way and Enchanted Way Technician:Torres, Jorge Grapevine, Texas Page Number:1 of 1 28.7 29.1 1395465 Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Client:GTIS Acquisitions, LLC Service Date:05/21/2024 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Work Order Number: 787 Seventh Avenue, 50th Floor Report Date:6/6/2024 1 6 Clear 90.5 26.1 92 26.4 93 93 27.2 96 93 95 90.8 11 D.5/18.5 FG-11.0 1 6 12 E.5/18.5 FG-11.0 1 6 114.9 91.5 25.6 3 C.5/18.5 FG-11.5 1 6 2 B.5/18.5 FG-11.5 1 6 113.6 90.6 1 A.5/18.5 FG-11.5 1 6 10 C.5/18.5 FG-11.0 1 6 6 120.1 119.3 92.7 93.0 118.9 93.5 9 B.5/18.5 FG-11.0 1 6 8 A.5/18.5 FG-11.0 1 7 D.5/18 FG-11.5 6 B.5/18 FG-11.5 1 119.1 115.1 90.4 27.3 92 92 93.8 27.0 96 25.4 6 4 D.5/18.5 FG-11.5 1 6 5 E.5/18.5 FG-11.5 1 6 94 95 95 28.295119.4 118.0 116.5 91.9 26.8 94.0 25.5 93.1 11.8 98129.0 99 115.8 11.699129.2 130.7 116.2 12.5 114.6 11.5 98128.3 115.0 11.6 FG 1 6 3 Sta 14+00 FG 1 6 127.8 130.0 116.6 11.5 115.4 12 10 4 Sta. 14+50 FG 1 6 5 Sta. 15+00 FG 1 6 9 6 Sta. 15+30 FG 1 6 7 8 6 2 Sta. 13+50 1442224 1 99 98 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 In-Place Nuclear Density Test Report Client:GTIS Acquisitions, LLC Service Date:08/14/2024 787 Seventh Avenue, 50th Floor Report Date: Grapevine, Texas Page Number:1 of Project:121 Commerce Center Addition (Lot 1)Project Number:F241078 Off Genesis Way and Enchanted Way Technician:Eaton, Robert New York, NY 10019 Weather:Clear Work Order Number: 9808F Project Specifications Mat. No. Optimum Moisture Max Dry Weight pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max. Material Description/Classification PI Material Information Laboratory Data 1 11.5 117.3 04FlexBase Percent Compaction 15 1 Sta. 13+00 FG 1 General Location Area:North Bound Service Road Decel Lane 558 Remarks: Field Test Data Test No. Test Location Lift/ Depth Mat. No. Probe Depth in.) Wet Density pcf) Dry Density pcf) Percent Moisture 14 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:12039 Manufacturer:Troxler Model:3411B 13 UES / Alpha Testing, LLC approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Ronnie Yeoman Project Manager 11 Respectfully Submitted, Standard Count:D):1130 (M): 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 07/09/2024 7/26/2024 Clear 1420996 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Time Concrete was Placed Time Drilling was Completed 9:00 AM 11:00 AM 12:41 PM Length of Vertical Bars (ft.) Stirrup Spacing (in.) Stirrup Size (#) Vertical Bar Size (#) Number of Vertical Bars (each) 21.50 35.00 13.50 22.00 31.00 31.00 WetWetWet Cased Depth (ft.) 45.00 35.00 Casing Diameter (in.) 0.000.00 Test Piers Only. Water was observed in all 3 test piers. Water in Pier #1 was noted at around 17' and was entering the pier at a substantial rate. Water was noted around 20' on test pier 2 & 3 at a slowerrateRemarks: Project Manager only accumulating approxametly less than 2 inches. All piers were backfilled upon completion. Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F.2/16.5 Building Pad F.2/5.5 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:Maxon Drilling D/12.5 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 9.00 0.00 45.00 45.00 0.00 24 3624 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. NoNE 10.40 36 99.40 E/13 3636 99.40 36 99.40 95.60 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 95.60 21.30 31.70 10.00 10.00 3.80 32.00 10.50 21.50 10.00 10.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders D/13 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: B/13 Building Pad C/13 Technician: Page Number: 1 of 1 Reyes, Ruben E.3/19, C.4/19, A/16.6 and A/13.4 (24" Piers) were drilled and backfilled due to excessive water in the hole. Recommend them to be cased.Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 28.20 NoNE 27.00 27.90 NoNECasingDiameter (in.) 3.803.80 3.80 NoNE Dry NoNE 27.80 Dry NoNE Dry NoNE NoNE 26.00 27.00 27.60 95.60 20.50 30.80 10.00 10.30 95.60 21.60 31.60 27.80 Dry Vertical Bar Size (#)8 8 8 8 Number of Vertical Bars (each)15 15 15 15 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 Stirrup Size (#)3 3 3 3 Time Drilling was Completed 9:24 AM 9:48 AM 10:12 AM 10:39 AM Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 11:45 AM 11:51 AM 12:50 PM 12:56 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/10/2024 7/26/2024 Clear 1421660 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 12.10 12.10 12.00 36.60 98.00 24 99.40 24 A/14.4 2424 99.40 24 99.40 24 98.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 24.00 99.40 98.00 22.60 34.70 12.00 13.00 3.40 37.00 13.60 23.40 12.00 12.00 99.40 96.00 21.50 33.60 12.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders A/14.7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/15.7 A/13.5A/13.8 Building Pad A/15.3 Technician: Page Number: 1 of 1 Reyes, Ruben A.2/18.5 (24" Pier) was drilled and backfilled due to excessive water in the hole.Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 35.60 24 34.60 33.30 26 1.40 35.20 Dry 26 25 Casing Diameter (in.) 1.401.40 1.40 3.40 29.00 35.10 26 Dry 26 30.20 Dry 26 25 35.50 Dry 25 Dry 26 24 34.40 30.50 33.00 98.00 23.20 36.00 12.00 12.80 96.00 21.80 34.80 31.40 Dry 6 6 12.60 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 11:05 AM 12:10 PM 1:41 PM 2:24 PM 3:08 PM 3:48 PM 4:19 PM 4:28 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 12:50 PM 1:03 PM 2:00 PM 2:43 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/11/2024 7/26/2024 Clear 1422248 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 22 12.90 15.20 12.00 37.40 98.00 24 99.40 24 A/11.6 2424 99.40 24 99.40 24 98.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 21.20 99.40 98.00 21.60 34.50 12.00 12.30 3.40 34.60 12.60 22.00 12.00 12.00 99.40 96.00 22.10 37.30 12.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders A/12.3 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/13 A/10.6A/11.3 Building Pad A/12.6 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 33.20 25 33.40 33.10 26 1.40 36.00 Dry 26 25 Casing Diameter (in.) 1.401.40 1.40 3.40 36.00 36.00 26 Dry 26 33.90 Dry 26 24 32.00 Dry 24 Dry 26 22 31.90 33.20 32.90 98.00 22.20 34.80 12.00 12.60 96.00 22.30 34.60 31.20 Dry 6 6 16.20 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 10:00 AM 10:39 AM 11:41 AM 1:23 PM 2:36 PM 3:22 PM 3:52 PM 4:06 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 11:50 AM 12:04 PM 1:56 PM 2:10 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/12/2024 7/26/2024 Clear 1423258 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/12/2024 7/26/2024 Clear 1423258-Rev.1 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 11:50 AM 12:04 PM 1:56 PM 2:10 PM Yes Yes Yes Yes Time Drilling was Completed 10:00 AM 10:39 AM 11:41 AM 1:23 PM 2:36 PM 3:22 PM 3:52 PM 4:06 PM Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 8 98.00 22.20 34.80 12.00 12.60 96.00 22.30 34.60 31.20 Dry 6 6 16.20 36.00 36.00 26 Dry 26 33.90 Dry 26 24 32.00 Dry 24 Dry 26 22 31.90 33.20 32.90 Cased Depth (ft.) 33.20 25 33.40 33.10 26 1.40 36.00 Dry 26 25 Casing Diameter (in.) 1.401.40 1.40 3.40 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/13 A/10.6A/11.3 Building Pad A/12.6 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders A/12.3 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 98.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 21.20 99.40 98.00 21.60 34.50 12.00 12.30 3.40 34.60 12.60 22.00 12.00 12.00 99.40 96.00 22.10 37.30 14.00 24 99.40 24 A/11.6 2424 99.40 24 99.40 24 37.40 98.00 12.90 15.20 16.00 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 10.00 24 99.40 D/7 3636 99.40 24 99.40 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 95.60 28.40 38.40 12.00 10.30 3.80 37.40 16.10 21.30 12.00 12.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders E/7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A.1/9.4 Building Pad A.2/10 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 33.00 28 35.90 34.60 38CasingDiameter (in.) 1.404.40 3.80 26 Dry 38 34.10 Dry 29 Dry 26 24 35.00 34.90 34.80 98.00 20.90 37.30 12.00 16.40 95.60 28.70 39.00 35.20 Dry Vertical Bar Size (#)6 6 8 8 Number of Vertical Bars (each)8 8 15 15 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 Stirrup Size (#)3 3 3 3 Time Drilling was Completed 8:51 AM 12:56 PM 10:25 AM 11:33 AM Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 9:25 AM 3:46 PM 2:26 PM 2:53 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/15/2024 7/26/2024 Clear 1424308 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/15/2024 7/26/2024 Clear 1424308- Rev. 1 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 9:25 AM 3:46 PM 2:26 PM 2:53 PM Yes Yes Time Drilling was Completed 8:51 AM 12:56 PM 10:25 AM 11:33 AM Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 Stirrup Size (#)3 3 3 3 Vertical Bar Size (#)6 6 8 8 Number of Vertical Bars (each)8 8 15 15 98.00 20.90 37.30 16.00 16.40 95.60 28.70 39.00 35.20 Dry 26 Dry 38 34.10 Dry 29 Dry 26 24 35.00 34.90 34.80 Cased Depth (ft.) 33.00 28 35.90 34.60 38CasingDiameter (in.) 1.404.40 3.80 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A.1/9.4 Building Pad A.2/10 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders E/7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 95.60 28.40 38.40 10.00 10.30 3.80 37.40 16.10 21.30 16.00 10.00 24 99.40 D/7 3636 99.40 24 99.40 10.00 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 24 10.10 12.50 12.00 35.50 96.00 24 99.40 24 C/7 3636 99.40 24 99.40 24 98.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 21.40 99.40 95.60 26.60 36.70 10.00 10.40 3.80 36.40 14.60 21.80 14.00 10.00 99.40 98.00 21.70 34.20 12.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders B/7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/8.7 A/7.4A/7.7 Building Pad A/8.4 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 35.00 28 32.70 32.90 38 3.40 32.10 Dry 26 24 Casing Diameter (in.) 3.401.40 3.80 1.40 32.90 32.30 26 Dry 38 32.80 Dry 26 25 34.00 Dry 29 Dry 26 25 33.00 34.80 32.30 96.00 23.60 36.10 12.00 12.50 95.60 28.10 38.50 34.70 Dry 6 6 14.10 Vertical Bar Size (#)6 6 8 8 Number of Vertical Bars (each)8 8 15 15 8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 11:22 AM 12:11 PM 8:00 AM 9:10 AM 12:49 PM 2:35 PM 2:55 PM 3:07 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 1:22 PM 1:35 PM 10:00 AM 10:16 AM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/16/2024 7/26/2024 Clear 1424309 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 24 9.30 9.40 10.00 37.70 96.00 24 99.40 24 D.7/19 2424 99.40 24 99.40 24 96.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 27.50 99.40 94.00 27.70 37.00 9.00 10.10 3.40 34.50 7.20 27.30 7.00 9.00 99.40 94.00 28.10 37.50 9.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders E.3/19 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F/19 C.7/19D.3/19 Building Pad E.7/19 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 31.10 25 33.00 31.60 26 3.40 34.30 Wet 26 25 Casing Diameter (in.) 3.403.40 5.40 5.40 32.00 34.20 26 Wet 26 32.10 Wet 26 24 31.00 Wet 24 Wet 26 25 32.90 34.50 31.50 96.00 28.30 36.40 7.00 8.10 96.00 28.00 38.10 34.70 Wet 6 6 10.20 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 8:02 AM 8:42 AM 11:48 AM 12:25 PM 2:44 PM 3:19 PM 4:00 PM 4:26 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 10:25 AM 11:03 AM 1:36 PM 1:58 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/17/2024 7/26/2024 Cloudy 1424310 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/18/2024 7/29/2024 Partly Cloudy 1424311 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 9:50 AM 9:44 AM 1:46 PM 2:23 PM Yes Yes Yes Time Drilling was Completed 7:24 AM 8:23 AM 10:38 AM 12:12 PM 1:25 PM 3:26 PM Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 96.00 27.60 39.00 11.00 11.40 96.00 42.00 53.00 49.60 Wet 6 33.80 26 Wet 26 34.30 Wet 26 25 33.40 Wet 25 Wet 26 24 35.50 49.50 36.80 Cased Depth (ft.) 33.90 24 35.60 37.30 26CasingDiameter (in.) 3.403.40 1.40 4.40 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: C.4/19 A.3/19 Building Pad B.8/19 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders B.4/19 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 96.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 98.00 27.00 38.70 11.00 11.00 3.40 37.30 10.40 26.90 10.00 11.00 99.40 95.00 27.20 38.70 11.00 24 99.40 A.8/19 2424 99.40 24 99.40 24 11.70 11.50 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 24 24 99.40 24 99.40 96.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 36.50 9.30 27.20 9.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A.1/19.1 Building Pad A.2/18.5 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 33.10 44.70 Casing Diameter (in.) 1.403.40 26 32.60 Wet Wet 26 28 44.20 98.00 37.00 46.10 9.00 9.10 Vertical Bar Size (#)6 6 Number of Vertical Bars (each)8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 Stirrup Size (#)3 3 Time Drilling was Completed 7:38 AM 11:15 AM Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 2:05 PM 1:15 PM GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/19/2024 7/31/2024 Clear 1424312 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/22/2024 7/31/2024 Cloudy 1427898 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 11:38 AM 12:11 PM Time Drilling was Completed 8:54 AM 10:56 AM Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 Stirrup Size (#)3 3 Vertical Bar Size (#)6 6 Number of Vertical Bars (each)8 8 95.00 29.00 43.40 13.00 14.40 26 36.70 Wet Wet 26 28 38.50 Cased Depth (ft.) 37.20 39.00 Casing Diameter (in.) 4.401.40 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/17.6 Building Pad A.1/18.2 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 98.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 38.60 11.30 27.30 11.00 24 99.40 24 99.40 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 5.50 5.60 24 99.40 A.2/19 1824 99.40 24 99.40 18 96.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 97.40 27.10 32.60 9.00 9.10 3.40 36.70 9.70 27.00 9.00 5.00 99.40 97.40 26.80 32.40 5.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders A/16.3 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/17.2 A/19 Building Pad A/16.6 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 33.30 28 45.20 30.60 26CasingDiameter (in.) 1.403.40 2.00 2.00 29.90 26 Wet 20 30.40 Wet 20 28 32.80 Wet 25 Wet 26 24 44.70 29.70 30.10 98.00 37.20 46.60 9.00 9.40 96.00 24.50 33.60 30.20 Wet 6VerticalBarSize (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 6 6 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 Time Drilling was Completed 9:29 AM 10:33 AM 11:15 AM 1:04 PM 1:51 PM 2:39 PM YesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 11:43 AM 11:25 AM 2:20 PM 2:48 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/24/2024 7/31/2024 Cloudy 1427900 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 28 9.50 9.90 9.00 30.70 98.00 18 99.40 24 A/6.5 2424 99.40 18 99.40 24 97.40 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 21.50 99.40 98.00 21.20 30.70 9.00 9.70 1.40 33.10 6.10 27.00 5.00 9.00 99.40 96.00 21.60 31.50 9.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders A/7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/18.7 A/5.6A/6.1 Building Pad A/18.3 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 31.10 24 32.20 29.30 26 1.40 29.30 Dry 26 24 Casing Diameter (in.) 2.002.00 1.40 3.40 27.60 28.80 20 Dry 26 28.10 Dry 26 25 30.60 Wet 25 Wet 20 28 31.70 29.50 28.80 97.40 29.00 34.20 5.00 5.20 98.00 21.70 31.40 30.00 Dry 6 6 9.20 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)6 6 8 8 8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 7:53 AM 8:35 AM 9:40 AM 11:13 AM 1:29 PM 2:00 PM 3:30 PM 3:40 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 10:43 AM 10:20 AM 12:58 PM 1:11 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/25/2024 7/31/2024 Clear 1427901 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 7/26/2024 7/31/2024 Cloudy 1427902 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 11:54 AM 12:03 PM 2:56 PM 12:18 PM Yes Yes Yes Yes Yes Yes Time Drilling was Completed 8:13 AM 9:18 AM 12:55 PM 9:55 AM 10:20 AM 10:46 AM 11:04 AM 11:34 AM 12:54 PM 12:38 PM 3:06 PM 3:09 PM Length of Vertical Bars (ft.)26.70 Stirrup Spacing (in.)12 12 12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 3 3 8 8 Vertical Bar Size (#) 27.20 666666 Number of Vertical Bars (each)6 6 6 8 8 8 97.40 21.30 26.80 5.00 5.50 97.40 20.70 26.20 24.20 Wet 6 6 9.00 9.70 28.00 27.50 20 Dry 26 26.50 Dry 26 25 25.60 Wet 28 Wet 20 28 24.30 23.70 25.50 Cased Depth (ft.) 26.10 24 24.80 28.00 20 1.40 28.00 Dry 26 24 Casing Diameter (in.) 2.002.00 1.40 3.40 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/10.5 A/4.3A/4.7 Building Pad A/10 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders A/9.4 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: A/3.7 A/3.3 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 97.40 98.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 19.70 99.40 98.00 20.00 29.40 5.00 5.50 2.00 28.10 7.00 21.10 5.00 9.009.00 99.40 96.00 20.30 29.90 9.00 18 24 99.40 99.40 24 A/5.2 2418 99.40 18 99.40 24 24 29.40 99.40 30.60 98.0098.00 29.10 9.40 9.20 21.00 19.90 9.60 9.00 9.60 29.20 27.70 1.40 1.40 26 26 Dry Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 28 24 25 Dry 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Alpha Testing, LLC Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 22' 5.30 9.10 11.00 33.30 92.70 24" 99.40 24" A/1.5 18"18" 99.40 24" 99.40 24" 95.90 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 22.30 99.40 96.80 22.20 27.50 5.00 6.60 2.20 38.30 9.30 29.00 9.00 5.00 99.40 94.90 23.10 32.20 9.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MAXONDRILLINGMWBUILDERS A/1.8 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/2.8 A.3/1A/1 BUILDING PAD / PIERS A/2.4 Technician: Page Number: 1 of 1 Alvarado, Henry Pier bottoms were wet but within the 2" ACItoleranceRemarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 34.80 21' 32.00 24.90 20" 6.70 26.60 Wet 26" 22' Casing Diameter (in.) 1.503.50 2.60 4.50 28.60 26.00 26" Wet 20" 27.70 Wet 26" 22' 33.60 Wet 21' Wet 26" 22' 31.30 25.00 24.00 97.90 21.80 33.50 11.00 11.70 97.20 21.30 27.90 25.70 Wet 6 6 11.00 Vertical Bar Size (#)6 6 5 5 Number of Vertical Bars (each)8 8 6 6 8 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12"12"12"12"12"12' Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 8:30 AM 9:30 AM 10:30 AM 11:00 AM 12:45 PM 1:45 PM 2:00 PM 2:30 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 10:15 AM 10:45 AM 12:50 PM 1:15 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 07/29/2024 Clear 1431794 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 07/30/2024 8/9/2024 Clear 1431795 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 10:00 AM 10:30 AM 11:15 AM 11:45 AM Yes Yes Yes Yes Yes Yes Time Drilling was Completed 7:50 AM 8:30 AM 9:05 AM 9:40 AM 11:30 AM 12:25 PM 2:30 PM 3:00 PM 2:00 PM 2:30 PM 4:30 PM 5:00 PM Length of Vertical Bars (ft.)27.80 Stirrup Spacing (in.)12"12"12"12"12"12"12"12" Stirrup Size (#)3 3 3 3 3 3 3 3 8 8 Vertical Bar Size (#) 29.00 666556 Number of Vertical Bars (each)8 8 6 6 8 8 97.80 22.60 31.70 9.00 9.10 96.90 22.70 28.10 25.60 Dry 6 6 10.00 29.60 26.60 26" Dry 18" 29.90 Dry 24" 22' 27.60 Dry 21' Dry 26" 21' 29.60 24.20 25.10 Cased Depth (ft.) 28.20 21' 30.10 25.50 18" 6.00 27.20 Dry 24" 22' Casing Diameter (in.) 1.60 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: A/1.9 B.4/1A.9/1 Building Pad A/1.6 Technician: Page Number: 1 of 1 Alvarado, Henry Drilling Contractor:MaxonDrillersMWBuilders A/1.1 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: B.9/1 11.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 94.90 93.90 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 22.20 99.40 96.90 22.10 28.00 5.00 5.40 2.50 32.70 11.50 21.20 11.00 11.005.00 99.40 95.90 22.40 33.40 11.00 24"24" 99.40 99.40 24" A.4/1 18"18" 99.40 24" 99.40 24" C.4/1 24" 33.20 99.40 34.00 95.6093.40 33.70 5.90 10.20 22.90 23.50 11.00 11.00 4.50 5.50 3.802.50 3.50 24"24" 11.10 28.50 29.90 Dry Dry Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 22'22'22' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 07/31/2024 8/9/2024 Partly Cloudy 1431796 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 10:45 AM 10:45 AM 3:20 PM 1:30 PM Yes Yes Yes Yes Time Drilling was Completed 7:50 AM 8:40 AM 2:10 PM 11:00 AM 11:40 AM 1:30 PM 2:00 PM 3:00 PM Length of Vertical Bars (ft.) Stirrup Spacing (in.)12"12"12"12"12"12" Stirrup Size (#)3 3 3 3 3 3 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 8 93.90 22.70 32.70 10.00 10.00 93.70 22.10 31.80 26.10 Dry 6 6 24.60 26.80 26" Dry 26" 25.10 Dry 26" 22' 28.60 Dry 21' 6" Dry 26" 22' 26.60 26.20 25.30 Cased Depth (ft.) 29.00 22' 27.20 25.40 26" 3.70 27.20 Dry 26" 22' Casing Diameter (in.) 5.50 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: C.8/1 E.2/1E.6/1 Building Pad D.3/1 Technician: Page Number: 1 of 1 Alvarado, Henry Drilling Contractor:MaxomDrillersMWBuilders D.7/1 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: 9.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 95.70 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 99.40 21.90 99.40 95.70 21.80 29.10 9.00 9.70 5.70 32.70 10.20 22.50 10.00 7.00 99.40 95.70 21.10 28.80 7.00 24" 99.40 24" F/1 24"24" 99.40 24" 99.40 24" 30.90 95.70 7.30 7.70 9.00 3.70 3.70 3.70 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 22' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 08/01/2024 8/9/2024 Clear 1431797 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 10:00 AM 10:30 AM 11:45 AM 12:30 PM Yes Yes Yes Yes Yes Yes Yes Yes Time Drilling was Completed 7:30 AM 8:10 AM 9:30 AM 10:00 AM 3:45 PM 4:15 PM 10:50 AM 11:20 AM 12:35 PM 1:05 PM 1:25 PM 1:50 PM 2:45 PM 3:10 PM 12"12" 1:50 PM 2:20 PM Length of Vertical Bars (ft.)27.20 Stirrup Spacing (in.)12"12"12"12"12"12"12"12" Stirrup Size (#)3 3 3 3 3 3 3 3 3 3 8 8 6 6 Vertical Bar Size (#) 27.90 655666 23.20 5 23.10 Number of Vertical Bars (each)6 6 8 8 6 6 5 91.30 20.10 25.10 5.00 5.00 94.00 22.00 29.10 28.10 Dry 5 5 8.00 5.00 5.00 23.00 23.20 20" Dry 26" 24.10 Dry 20" 21 23.00 Dry 21 Dry 20" 20 21.00 27.00 26.00 Cased Depth (ft.) 22.00 21.6 21.40 27.10 26" 1.50 23.70 Dry 20" 20.6 Casing Diameter (in.) 3.70 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: G/1.6 F.5/1.6F.5/1.4 Building Pad G/1.4 Technician: Page Number: 1 of 1 Alvarado, Henry Drilling Contractor:MaxonDrillersMWBuilders F/1.2 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: F/2.2 5.10 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 91.30 94.50 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 95.00 20.10 95.00 94.50 19.30 27.60 7.00 7.10 1.00 25.70 5.50 20.20 5.00 8.008.00 95.00 93.50 20.30 25.60 5.00 18"24" 95.00 95.00 18" F/1.6 24"24" 95.00 18" 95.00 18" F/2.8 F.1/1.4 F.1/1.6 24"18"18" 25.20 95.00 95.00 95.00 93.50 28.60 94.50 93.5093.50 29.60 25.60 25.40 8.30 8.40 6.20 5.10 20.40 21.20 19.40 20.30 5.30 5.00 3.70 0.50 0.50 1.50 1.500.50 1.50 26"26"20"20" 8.20 28.10 29.10 24.10 23.90 Dry Dry Dry Dry Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 20 21.6 21 21 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 08/02/2024 8/9/2024 Clear 1431798 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 9:59 AM 10:13 AM 11:20 AM 11:29 AM Yes Yes Yes Yes Time Drilling was Completed 7:19 AM 7:58 AM 10:23 AM 10:50 AM 12:08 PM 1:13 PM 2:06 PM 2:18 PM Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 8 8 8 95.00 22.17 30.25 8.00 8.08 95.00 21.42 29.58 29.08 Wet 6 6 8.25 28.25 29.00 25 Wet 25 29.17 Wet 25 22 27.83 Wet 22 Wet 25 22 29.00 28.17 28.67 Cased Depth (ft.) 28.92 22 29.75 29.75 25 0.50 29.75 Wet 25 22 Casing Diameter (in.) 0.500.50 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F/3.2 F/5.8F/5.2 Building Exterior F/3.8 Technician: Page Number: 1 of 1 Sirat, Barakatullah Drilling Contractor:MaxonMWBuilders F/4.2 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 95.50 22.00 95.50 95.00 21.50 30.25 8.00 8.16 0.50 29.42 8.09 21.33 8.00 8.00 95.50 95.00 21.33 29.67 8.00 24 95.50 24 F/4.8 2424 95.50 24 95.50 24 30.25 95.00 0.50 0.50 8.75 8.34 8.00 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 22 Instrument Used: COMBINED FLATNESS F-NUMBER (FF) Specified Limits: BASED UPON THE NUMBER OF SAMPLES TAKEN, THERE IS A 90% CERTAINTY THAT THE ACTUAL F-NUMBERS OF THE SURFACE SURVEYED WILL FALL WITHIN THE RANGES WHICH FOLLOW THE RESPECTIVE ESTIMATED FLATNESS AND LEVELNESS F-NUMBERS. 52.07 45.85 UES / Riner Engineering Combined Overall: COMBINED LEVELNESS F-NUMBER (FL) FL - SPECIFIED OVERALL VALUE:35 50 Value Results: DIPSTICK 2272", MANUFACTURED BY FACE TECHNOLOGIES Respectfully Submitted, 08/02/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) This report is in general compliance with one or more of the following technical standards: C31-15, C39-16, C138-16, C143-15, C172-14, C173-16, C231-14, C293-15, C617-15, C1064-12, C1231-15 Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written 35 FL - MINIMUM OVERALL VALUE: Approximate Area: ASTM Standard: 29,700 ASTM E 1155 Work Order Number: Project Number: Technician: Page Number: Sampling Method: FF - MINIMUM OVERALL VALUE: 25 Remarks: 121 Commerce Center Addition (Lot 1) Service Date:Client: Off Genesis Way and Enchanted Way Clear 8/9/2024 F241078 1434572 1 POINT ELEVATIONS WERE MEASURED AT REGULAR 12 INCH INTERVALS ALONG STRAIGHT LINES UP TO 106 FEET IN LENGTH. THE ELEVATION DIFFERENCES BETWEEN ALL ADJACENT READING POINTS, THE ARITHMETIC DIFFERENCES BETWEEN ALL ADJACENT 12 INCH ELEVATION DIFFERENCES, AND THE ELEVATION DIFFERENCES BETWEEN ALL POINTS SEPARATED 10 FEET WERE THEN CALCULATED. ESTIMATES OF THE FLOOR'S FLATNESS AND LEVELNESS F-NUMBERS FF AND FL) WERE OBTAINED THROUGH A STATISTICAL ANALYSIS OF THESE CALCULATED PROFILE VALUES. SEE ATTACHED REPORTS FOR INDIVIDUAL MEASUREMENT LINE RESULTS. 8/2/2024DateofPlacement: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Report of Floor Flatness Observation FLOOR SURFACE ANALYSIS Location Surveyed:Slab at C-E/8-12 Martinez, Austin FF - SPECIFIED OVERALL VALUE: of1Grapevine, Texas 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 8/5/2024 8/9/2024 Clear 1435921 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 10:48 AM 10:57 AM 11:26 AM 12:12 PM Yes Yes Yes Yes Yes Yes Yes Time Drilling was Completed 8:33 AM 9:19 AM 9:58 AM 10:32 AM 3:54 PM 11:57 AM 12:46 PM 1:19 PM 1:55 PM 12:22 PM 1:58 PM 2:07 PM 3:43 PM 12 2:50 PM Length of Vertical Bars (ft.)31.30 Stirrup Spacing (in.)12 12 12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 3 3 3 8 8 8 Vertical Bar Size (#) 32.10 666666 31.50 6 Number of Vertical Bars (each)8 8 8 8 8 8 95.00 22.80 31.00 8.00 8.20 95.00 23.00 31.50 31.10 Wet 6 6 8.00 8.00 8.50 30.00 29.60 26 Wet 26 30.50 Wet 26 26 30.00 Wet 25 Wet 26 26 30.10 30.60 31.60 Cased Depth (ft.) 30.50 24 30.60 32.10 26 0.40 30.10 Wet 26 25 Casing Diameter (in.) 0.400.40 0.40 0.40 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F/6.3 F/8.7F/8.3 Building Pad F/6.7 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders F/7.3 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: F/9.3 F/9.7 F/10.3 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 95.00 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 95.40 22.00 95.40 95.00 24.20 32.50 8.00 8.50 0.40 30.90 9.00 21.90 8.00 8.008.00 95.40 95.00 22.80 30.90 8.00 24 24 95.40 95.40 24 F/7.7 2424 95.40 24 95.40 24 24 24 30.50 95.40 95.40 32.20 95.00 95.0095.00 33.00 8.30 8.60 8.60 23.80 24.40 23.80 8.10 8.00 8.40 31.80 32.60 32.00 0.40 0.40 0.40 32.40 26 26 26 Wet Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 26 25 26 Wet Wet 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 25 26 26 Wet 7.10 29.30 4.40 8.70 26.60 6.00 5.00 32.20 33.70 94.00 24 24 95.40 99.40 18 F/18.3 2424 99.40 24 95.40 18 95.00 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 95.40 27.00 99.40 95.00 26.90 35.60 8.00 8.00 4.40 30.00 8.90 21.10 8.00 7.008.00 95.40 94.00 24.10 30.10 5.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders F/17.7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: F/18.7 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F/13.7 F.9/17.7F.9/17.5 Building Pad F/14.3 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 29.60 26 28.60 31.20 26 1.40 30.80 Wet 20 27 Casing Diameter (in.) 0.400.40 4.40 1.40 28.20 30.30 26 Wet 26 28.70 Wet 20 28 29.10 Wet 24 Wet 26 25 28.10 29.20 33.70 95.00 20.60 29.00 8.00 8.40 95.00 26.10 34.10 29.70 Wet 6 6 5.20 Vertical Bar Size (#)6 6 6 6 6 Number of Vertical Bars (each)8 8 8 6 6 8 3 8 Length of Vertical Bars (ft.)31.80 Stirrup Spacing (in.)12 12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 8:30 AM 9:11 AM 10:03 AM 10:50 AM 1:53 PM 2:31 PM 3:19 PM 3:25 PM 3:36 PM 4:12 PM Yes YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 10:47 AM 10:57 AM 11:06 AM 12:11 PM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 8/7/2024 8/20/2024 Clear 1435923 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 26 8.20 8.50 8.00 29.00 94.00 24 95.40 24 F/15.3 2424 99.40 24 95.40 24 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 95.40 20.80 99.40 95.00 20.80 29.00 8.00 8.10 4.40 31.80 9.00 22.80 9.00 8.00 95.40 94.00 21.00 29.50 8.00 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Drilling Contractor:MaxonDrillingMWBuilders F/14.7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F/17.3 F/16.3F/15.7 Building Pad F/16.7 Technician: Page Number: 1 of 1 Reyes, Ruben Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, Cased Depth (ft.) 31.40 24 32.40 24.60 26 1.40 27.60 Wet 26 24 Casing Diameter (in.) 0.400.40 4.40 1.40 28.60 28.10 26 Wet 26 28.10 Wet 26 25 29.90 Wet 26 Wet 26 25 31.90 28.80 28.10 95.00 22.80 32.80 8.00 10.00 95.00 21.60 29.70 25.30 Wet 6 6 8.20 Vertical Bar Size (#)6 6 6 6 Number of Vertical Bars (each)8 8 8 6 6 8 Length of Vertical Bars (ft.) Stirrup Spacing (in.)12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 Time Drilling was Completed 7:36 AM 8:16 AM 9:40 AM 10:21 AM 12:12 PM 12:45 PM 1:27 PM 1:38 PM YesYesConcretePlacedSameDay (Yes or No) Yes Yes Time Concrete was Placed 8:55 AM 9:05 AM 10:57 AM 11:02 AM Yes Yes GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 8/8/2024 8/20/2024 Clear 1435924 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 8/6/2024 8/20/2024 Clear 1435922 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Yes Yes Time Concrete was Placed 11:00 AM 11:09 AM 12:54 PM 1:02 PM Yes Yes Yes Yes Yes Yes Yes Yes Time Drilling was Completed 7:36 AM 8:13 AM 8:54 AM 12:15 PM 4:21 PM 4:35 PM 12:50 PM 9:43 AM 10:23 AM 1:41 PM 2:44 PM 11:21 AM 11:33 AM 2:52 PM 12 12 2:35 PM 3:32 PM Length of Vertical Bars (ft.)26.00 Stirrup Spacing (in.)12 12 12 12 12 12 12 12 Stirrup Size (#)3 3 3 3 3 3 3 3 3 3 8 8 6 6 Vertical Bar Size (#) 27.80 666666 30.10 6 28.10 Number of Vertical Bars (each)8 8 8 6 6 8 6 95.00 24.10 33.00 8.00 8.90 95.00 23.00 31.50 31.10 Wet 6 6 8.00 5.00 5.00 5.00 28.70 26.40 26 Wet 20 24.20 Wet 20 27 30.40 Wet 26 Wet 26 24 32.10 30.60 28.90 Cased Depth (ft.) 30.90 28 32.60 24.40 26 0.40 31.90 Wet 26 25 Casing Diameter (in.) 0.400.40 5.40 5.40 Remarks: Project Manager Ronnie Yeoman Respectfully Submitted, approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-008(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written Service Date: Report Date: F/10.7 F/12.3F.3/17.7 Building Pad F/11.3 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:MaxonDrillingMWBuilders F/11.7 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: F/12.7 F/13.3 F.6/17.5 F.6/17.7 Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification 95.00 95.00 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 95.40 27.30 99.40 94.00 21.40 29.80 8.00 8.50 0.40 31.30 8.30 23.00 8.00 8.005.00 99.40 94.00 21.30 29.60 5.00 24 24 95.40 95.40 24 F.3/17.5 1824 95.40 24 95.40 18 24 18 18 32.30 95.40 97.40 97.40 94.00 31.90 95.00 94.0095.00 28.70 32.00 8.40 8.20 6.00 5.00 26.50 20.50 28.00 27.00 8.30 8.00 5.40 31.50 28.30 30.60 28.60 0.40 0.40 3.40 3.40 34.00 26 26 20 20 Wet Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. 26 25 25 28 28 Wet Wet Wet Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. September 20, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1463853 UES arrived on site to perform a Pre-Construction Meeting for the above referenced project. Results of the inspection are as follows: I Pre-Construction Meeting – 9/20/2024 A UES arrived on site to attend a structural pre-construction meeting. Personnel from MW Builders and Busy B’s Steel Erectors were in attendance. Topic discussed included inspection scheduling, structural steel drawings and notes, welder qualifications requirements, high strength bolting requirements and RFI requirements if steel connections cannot not be completed per the contract drawing and have to be field modified. Discrepancies, if any, are noted above in bold. INSPECTOR: Chris Lalic CWI#16010691 We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Proof Rolling Observation Report Grapevine, Texas Page Number: 1395721 1 Torres, JorgeTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Remarks: Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 05/21/2024 F241078 Off Genesis Way and Enchanted Way of Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Clear 6/3/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 A-F/18-19 Project Manager Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Respectfully Submitted, Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Respectfully Submitted, Project Manager Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Partly Cloudy 6/12/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Remarks: Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 06/03/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/14.0-15.3 Proof Rolling Observation Report Grapevine, Texas Page Number: 1402028 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Proof Rolling Observation Report Grapevine, Texas Page Number: 1403058 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 6/5/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/12.5-14.0 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Cloudy 6/12/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Respectfully Submitted, Project Manager Remarks: Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Respectfully Submitted, Project Manager Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Clear 6/12/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Remarks: Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 06/08/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/11.0-12.5 Proof Rolling Observation Report Grapevine, Texas Page Number: 1404890 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Respectfully Submitted, Test results on this report meet project specifications. Project Manager Remarks: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Partly Cloudy 6/19/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Client: The technician observed proof rolling operations of the subgrade for the following area. 6/11/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/9.5-11.0 Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Proof Rolling Observation Report Grapevine, Texas Page Number: 1406504 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date: Proof Rolling Observation Report Grapevine, Texas Page Number: 1408285 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 6/14/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/8.5-9.5 Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Clear 6/21/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Project Manager Remarks: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Respectfully Submitted, Proof Rolling Observation Report Grapevine, Texas Page Number: 1409566 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 6/17/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/7.5-8.5 Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Partly Cloudy 6/21/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Project Manager Remarks: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Respectfully Submitted, Proof Rolling Observation Report Grapevine, Texas Page Number: 1411144 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 6/19/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/6.0-7.5 Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Clear 6/26/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Project Manager Remarks: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Respectfully Submitted, Test results on this report meet project specifications. Proof Rolling Observation Report Grapevine, Texas Page Number: 1412299 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 6/20/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/4.5-6.0 Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Partly Cloudy 6/26/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Project Manager Remarks: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Respectfully Submitted, Test results on this report meet project specifications. Proof Rolling Observation Report Grapevine, Texas Page Number: 1417683 1 Reyes, RubenTechnician: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor 1 121 Commerce Center Addition (Lot 1) Service Date:Client: The technician observed proof rolling operations of the subgrade for the following area. 6/29/2024 F241078 Off Genesis Way and Enchanted Way of Building Pad: A-F/1.0-2.0 Any soft areas where rutting or pumping occurred was removed and replaced with suitable fill. Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Project: Report Date: Weather:Clear 7/19/2024 The UES Technician traveled to the above referenced site to observe on-going work and perform field testing as requested. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Work Order Number: Project Number: New York, NY 10019 Project Manager Remarks: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman UES / Riner Engineering Respectfully Submitted, S0.04 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 12/18/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Syed, Komail The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1490354 1 of 1 Clear 11/11/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Dumpster Pad NE corner of Building Pad The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 11/01/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size S0.06 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A N/A X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Lujan, Jacob The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1491980 1 of 1 Clear 11/26/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Leave Outs A/11-A/19, A/19-F/19, F/11-F19 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S0.06 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 11/06/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size This image cannot currently be displayed. Grade Beam / Column Size Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Correct Splicing Correct X X Item Observed Bar Length & Spacing UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 08/14/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Tilt Walls 21-52 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X PD-2 Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1442387 1 of 1 Clear 8/26/2024 Off Genesis Way and Enchanted Way F241078 Technician: 5/22/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Eaton, Robert The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas PNL-4 - PNL-8 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A PNL-10 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 5/22/2024 X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Vasquez, David The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1450444 1 of 1 Clear 9/13/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Tilt Wall Panels (11 Panels): P59-P69 on Block 1, Lot 1 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 08/28/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size PNL-1 to PNL-14 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 5/22/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Guerrero, Victor The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1461457 1 of 1 Clear 9/24/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Tilt Wall Panels 1, 2, 3, 5, 41, 42, 43, 44, 45, 55, 56, 57, 89, 90, 98, 102 and 103 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X N/A UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 09/16/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size 108 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 12/18/2023 X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Mitchell, Ebony The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1498018 1 of 1 Clear 11/26/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S4.01 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 11/15/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size Detail Sheet:• Plan Sheet: Grapevine, Texas C15.0 Not Correct Reinforcement Clean Form Clean Item Observed Correct Grade Reinforcement Number of Reinforcement N/A 4/26/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Proper Placement Reinforcement Tied Properly X X 1 of 1 Clear 8/28/2024 Off Genesis Way and Enchanted Way F241078 Technician:Mendoza, Andrew Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving: Firelane North and East of Building The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 08/13/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Report Date: Weather: 121 Commerce Center Addition (Lot 1) 1440847 Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report Page Number: The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Item Observed Bar Length & Spacing UES / Riner Engineering Correct X X Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Proper Cover Proper Support Dowels in Place Stirrup Size X Grade Beam / Column Size Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Correct Splicing The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Sheathing X X X X Grade Beam / Column Size Proper Cover Proper Support Dowels in Place Respectfully Submitted, Remarks: Item Observed Bar Length & Spacing Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/ACorrectNotCorrect Reinforcement Clean Form Clean approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman Project Manager UES / Riner Engineering Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies EAST SIDE PARKING LOT, S. APPROACHMENT, S.B. ENCHANTMENT WAY,NB.300' +/- The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X Correct Splicing Correct X X Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 8/15/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, New York 10019 Work Order Number: Project Number: Report Date: Weather: 121 Commerce Center Addition (Lot 1) Detail Sheet:• Plan Sheet: Grapevine, Texas Page Number: 1442393 1 of 1 Clear 8/26/2024 Off Genesis Way and Enchanted Way F241078 Technician:Alvarado, Henry The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. C 15.0 C 15.0 11/13/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Item Observed Stirrup Size Drawings Approved Observation Information X X S0.05 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 11/17/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct McClure, Zachary The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1447504 1 of 1 Clear 9/9/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving on the East end of the building West from Enchanted Way The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 8/23/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size S-6 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 5/6/2024 Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Kemble, Robert The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1450451 1 of 1 Partly Cloudy 9/9/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Two TxDOT turn in lanes off the East side of Frontage Rd. The South West Corner and the Mid-West Side of Project The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S-6 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 08/27/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Sheathing X X X X Grade Beam / Column Size Proper Cover Proper Support Dowels in Place Respectfully Submitted, Remarks: Item Observed Bar Length & Spacing Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/ACorrectNotCorrect Reinforcement Clean Form Clean approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman Project Manager UES / Riner Engineering Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Sidewalk The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X Correct Splicing Correct X X Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 9/11/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, New York 10019 Work Order Number: Project Number: Report Date: Weather: 121 Commerce Center Addition (Lot 1) Detail Sheet:• Plan Sheet: Grapevine, Texas Page Number: 1458038 1 of 1 Clear 9/24/2024 Off Genesis Way and Enchanted Way F241078 Technician:Mendoza, Andrew The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. C15.0 C17.7 1/9/2020 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Item Observed Stirrup Size Drawings Approved Observation Information X X Grade Beam / Column Size Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Proper Cover Proper Support Dowels in Place Stirrup Size X X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Correct Splicing Correct X X Item Observed Bar Length & Spacing UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 09/12/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving: Parking lot on the westside area 6 pour #6 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15 Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1458039 1 of 1 Overcast 9/24/2024 Off Genesis Way and Enchanted Way F241078 Technician: 4/26/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Henn, Michael The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas C15, C15.1 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A Grade Beam / Column Size Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Proper Cover Proper Support Dowels in Place Stirrup Size X X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Correct Splicing Correct X X Item Observed Bar Length & Spacing UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 10/21/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving: West Side of Building The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1482869 1 of 1 Clear 11/1/2024 Off Genesis Way and Enchanted Way F241078 Technician: 4/26/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Rosse, Joel The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas C15.0 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A Remarks: Project Number:F241078 1:30 PM Technician:Mitchell, Ebony Reinforcing Steel Inspection Leaveouts Off Genesis Way and Enchanted Way Time Notified: UES / Riner Engineering Client: Project: GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 11/4/2024 121 Commerce Center Addition (Lot 1) Service Date: Report Date: 1489509WorkOrderNumber: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Cancellation Report Grapevine, Texas Page Number: Ronnie Yeoman Project Manager Respectfully Submitted, 1 Reason for Cancellation: Upon notification of the cancellation, the engineering representative returned to the Fort Worth Office. Contractor was not ready Weather: Scheduled Service: A UES engineering representative traveled to the above referenced project to observe ongoing work and perform field services as scheduled. Area of Work: of 1 Clear 11/11/2024 approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written C15.0 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 4/26/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Rosse, Joel The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1501436 1 of 1 Clear 11/26/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving: South end of the building The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 11/22/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size C15.1 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 4/26/2024 X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Iyamuremye, Yassin The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1504218 1 of 1 Clear 12/3/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving East side phase 1 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 11/25/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size C15.0 Sheathing X X X Cable/Tendon Count & Spacing X Proper Cover Proper Support Dowels in Place Stirrup Size X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant PT Drawings X Cable/Tendon Drape X Respectfully Submitted, N/A X Correct Splicing Correct X X Grade Beam / Column Size Bar Length & Spacing X X X Project Manager UES / Riner Engineering Remarks: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving on the eastside of loading dock The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman Observation Information X 1 Clear 12/5/2024 Off Genesis Way and Enchanted Way F241078 Technician: 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Report Date: Weather: 121 Commerce Center Addition (Lot 1)Project: Item Observed Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X Drawings Approved Size of Reinforcement X X X Stirrup Spacing Not Correct Not Correct Reinforcement Clean Form Clean Item ObservedCorrectN/A C15.0 12/18/2023 Henn, Michael The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Page Number: 1506117 1 of Date: 12/02/2024ServiceDate:Client:GTIS Acquisitions, LLC S4.02/112-114 2/18/2023 Alvarado, Henry The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Page Number: 1442803 1 of Date: X X X Stirrup Spacing Not Correct Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X Drawings Approved Observation Information X 1 Clear 8/26/2024 Off Genesis Way and Enchanted Way F241078 Technician: 08/16/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Report Date: Weather: 121 Commerce Center Addition (Lot 1)Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies PIER CAPS WEST SIDE OF PAD, 1/D.2,D.6, B.4,B.9, A.5,-A.9 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Ronnie Yeoman Project Manager UES / Riner Engineering Remarks: Item Observed Bar Length & Spacing X X Size of Reinforcement N/A N/A X Correct Splicing Correct X X Respectfully Submitted, Grade Beam / Column Size X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant PT Drawings X Cable/Tendon Drape X S4.02,S4.03 X Sheathing X X Cable/Tendon Count & Spacing X Proper Cover Proper Support Dowels in Place Stirrup Size S4.02 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 12/19/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Syed, Komail The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1465782 1 of 1 Clear 9/30/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Pier Caps: A/1, A/1.5, A/2, A/11.8, A/12.2, A/12.6, A/18.1, A/18.5, A/19 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S1.02 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 09/23/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size S4.01 and S4.02 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 12/18/2023 X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Kemble, Robert The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1450144 1 of 1 Partly Cloudy 9/9/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Pier Caps, 12 Pier Caps, North (1/A-F) and West Side (10-19/A) of Building Pad The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S1.01 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 08/27/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size 117 Ramp section Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 12/18/2024 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Mitchell, Ebony The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1485288 1 of 1 Clear 11/1/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S4.02 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 10/24/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size C15.0 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 11/13/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Syed, Komail The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1509326 1 of 1 Clear 12/17/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Sidewalk on North Side of the Building (Along Genesis Way) The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 12/06/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size C15.0 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 11/12/2024 X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Iyamuremye, Yassin The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1510877 1 of 1 Clear 12/17/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Paving around Sidewalk: Genesis Way The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 12/09/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size PNL-1/PNL-14 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 7/2/2024 X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Kemble, Robert The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1447505 1 of 1 Clear 9/9/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies East Side of Slab-on-Grade, Second Lift, Sections 64-91 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S1.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 08/26/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed X Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Proper Cover Proper Support Dowels in Place Stirrup Size X X X Sheathing X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size Grade Beam / Column Size Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Proper Cover Proper Support Dowels in Place Stirrup Size X X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager Correct Splicing Correct X X Item Observed Bar Length & Spacing UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 01/14/2025ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Slab-on-Grade: F/19 The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X S0.06 Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1525904 1 of 1 Cloudy 1/28/2025 Off Genesis Way and Enchanted Way F241078 Technician: 12/18/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Karege, Patrick The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas S0.06 Not Correct Reinforcement Clean Form Clean Item Observed Correct Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Inspector’s Signature: Teresa Medina Project Manager Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. PRELIMINARY REPORT OF STRUCTURAL STEEL INSPECTION Client: GTIS Acquisitions, LLC Date: 10/18/2024 PM: R YEOMAN Project: 121 Commerce Center Addition (Lot 1) Project No: F241078 WO 1481756 Page No: 1 of 2 Service: Perform Structural Steel Inspection as detailed below: Drawings Utilized: Structural Locations and Items Inspected: A representative of UES arrived on site to perform a Visual Structural Steel Inspection /Reinspection for the above referenced project. Results of the inspection are as follows: Discrepancies, if any, are noted in BOLD 1) Welder Qualifications were reviewed for compliance AWS D1.1 2) Joist Girder to Column Welded Connections, Joist Girder to Panel Welded Connections and Joist to Joist Girder Welded Connections - lines A to F & 19 to 13 – sheets S2.02 & S2.01 A) Re-inspected item 1(B) from report 1477185 referencing the joist to joist girder welded connections. Reference details 211/S5.01 and 209/S5.01. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on joist drawing sheet J1.0, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. At reinspected locations - additional welds have been added at the joist seats as required. This clears item 1(B) from report 1477185. B) Joist girder to column welded connections in the lines 14 to 18 & B to E were inspected per detail 209/S5.01. At inspected locations , the joist girder to column connections appeared to be per detail and visually acceptable. C) Joist girder to panel connections in lines 19 & B to E were inspected per detail 207/S5.01. Inspected joist girder to panel embed appeared to be completed per detail and visually acceptable. NOTE(1): The ¾”x6”x6” joist girder stabilizer plates – lines 19 & B to E were not installed at time of inspection. See detail 207/S5.01 NOTE(2): The welding of the deck support angles in lines 19 & A to F, lines 19 to 13 & F and lines A & 13 to 19 was incomplete at time of inspection. Work was in progress. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. NOTE(3): The bridging terminations along line 19 were incomplete at time of inspection. Reference New Millennium sheet J2.3 and detail 202/S5.01. 3) Precast Panel to Foundation Welded Connections – lines F to A & 1, lines A & 1 to 19, lines 19 & A to F and lines F & 1 to 19 - sheets S1.01 & S1.02 A) Connections were inspected /reinspected per details 103/S4.01 and 101/S4.01. Panel P101 was missing a connection plate on one side . The pier embed is misaligned and this connection will require an RFI. Panel 92 – lines 1&A – is missing (1) of (2) connections plates . It was noted on 10/14/24 that the connections plates for panels P24, P23, P25 and P51 have been spliced. The spliced connection plates at panel P23 have been addressed. The spliced connections plates for panels P24, P25 and P51 still requir e corrective action. The non-compliant welds for the connections plate at panel P3 have been repaired. The missing connections plates for panel P11 and P12 (noted on report 1477185) have been added . See item 2(A) on report 1477185. 4) HSS(10”x10) Colum to Column Sleeve Welded Connections – lines 8 to 18 & A to F – sheets S1.01 and S1.02 A) Inspected connections in the referenced lines have been completed per the contract drawing and details. Reference details 102/S4.01, 10/S0.04 and detail “A” on sheet AR102. 5) Joist To Precast Panel Welded Connections - lines A to F & 19 to 13 – sheets S2.02 & S2.01 – item 1(A) – item 1(A) – Report 1477185 A Along lines F & 18 to 13 – the joist to joist seat connections were inspected per detail 205/S5.01. Reference erection detail 2/E3002. The inspected joists were not fully bearing on the joist seats at the precast panel along line F. Gaps were visible. Pe r RFI #33 – “The reaction point of the joist is at the vertical peg. If the required end anchorage welds can be achieved in that area of the seat, the gap acceptable. Otherwise, a shim plate can be used if necessary.” RFI response is attached to this report. It was noted that bolts were not installed in slotted holes of the joist seats. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. See attached detail. 6) Joist To Precast Panel Welded Connections – Panel P34 & P34 – sheets S2.02 & S2.01 – item1(C) item 1(C) – Report 1477185 A) The joist seat to precast panel at panel joist connection at panels P35 & P34 – was incomplete at time of inspection. The seat was not welded, and anchor bolts were not installed. Slotted holes in the joist seat hit at the panel joint. See detail 206/S5.01. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Inspector’s Signature: Teresa Medina Project Manager Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. PRELIMINARY REPORT OF STRUCTURAL STEEL INSPECTION Client: GTIS Acquisitions, LLC Date: 10/14/2024 PM: R YEOMAN Project: 121 Commerce Center Addition (Lot 1) Project No: F241078 WO 1477185 Page No: 1 of 14 Service: Perform Structural Steel Inspection as detailed below: Drawings Utilized: Structural Locations and Items Inspected: A representative of UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: Discrepancies, if any, are noted in BOLD 1) Joist To Precast Panel Welded Connections and Joist to Joist Girder Welded Connections lines A to F & 19 to 13 – sheets S2.02 & S2.01 A Along lines F & 18 to 13 – the joist to joist seat connections were inspected per detail 205/S5.01. Reference erection detail 2/E3002. The inspected joists were not fully bearing on the joist seats at the precast panel along line F. Gaps were visible. Bolts were not installed in slotted holes of the joist seats. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. Refer bearing issue to EOR. See attached pictures for clarification. B) Joist to joist girder welded connections were inspected per details 211/S5.01 and 209/S5.01. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. See attached picture for clarification C) The joist seat to precast panel at panel joist connection at panels P35 & P34 – was incomplete at time of inspection. The seat was not welded, and anchor bolts were not installed. Slotted holes in the joist seat hit at panel joint. See attached pictures for clarification. See detail 206/S5.01. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 2) Precast Panel to Foundation Welded Connections – lines F to A & 1 , A & 1 to 19 and lines 19 & A to F – sheets S1.01 & S1.02 A) Connections were inspected per details 103/S4.01 and 101/S4.01. Panel P101 was missing a connection plate on one side, The welds for the connections plate for panel P3 were slagged over and the weld at foundation did not appear to be 6” long. Panel P11 was missing the connection plate on one side. Panel P12 was missing the connection plate on one side. It was noted that the connections plates for panel P24, P23, P25 and P51 had been spliced. See attached pictures. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Inspector’s Signature: Teresa Medina Project Manager Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. PRELIMINARY REPORT OF STRUCTURAL STEEL INSPECTION Client: GTIS Acquisitions, LLC Date: 10/28/2024 PM: R YEOMAN Project: 121 Commerce Center Addition (Lot 1) Project No: F241078 WO 1485293 Page No: 1 of 3 Service: Perform Structural Steel Inspection as detailed below: Drawings Utilized: Structural Locations and Items Inspected: A representative of UES arrived on site to perform a Visual Structural Steel Inspection/Reinspection for the above referenced project. Results of the inspection are as follows: Discrepancies, if any, are noted in BOLD NOTE(1): The ¾”x6”x6” joist girder stabilizer plates – lines 19 & B to E and lines 1 & B to E were not installed at time of inspection. See detail 207/S5.01 and NOTE(1) from report dated 10/18/24. NOTE(2): The welding of the deck support angles in lines 1 & A to F, lines 1 to 7 & F and lines 1 to 7 & A was incomplete at time of inspection. Work was in progress. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01. NOTE(3): The bridging terminations along line 19 and along line 1 were incomplete at time of inspection. See NOTE(3) from report dated 10/18/24 NOTE(4): The deck support angles at the expansion joint in lines 7/A and 7/F have not been installed per details 216/S5.01 and 217/S5.01. Deck ledger angles do not have long slotted holes in them. Screw anchors, in what appears to be standard size holes, were used to attach the angles to the precast panels. Details call for long slotted holes in the deck ledger angle and diameter threaded studs welded to the precast panel embeds. Refer to EOR. NOTE(5): The joist seat to precast panel at panel joist welded connection - panels P34 & P34 - is incomplete. See detail 206/S5.01, item 1(C) from report dated 10/18/24 and item 1(C) from report dated 10/14/24 NOTE(6): A325 bolted connections, diagonal brace welded connections, column anchor bolt connections, beam to panel connections, and joist girder to beam connections (sliding side and fixed side) at the expansion joints in lines 7 and 13 need to be inspected. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 1) HSS(10”x10) Colum to Column Sleeve Welded Connections – lines 2 to 8 & B to E – sheet S1.01 A) Inspected connections in the referenced lines have been completed per the contract drawing and details. Reference details 102/S4.01, 10/S0.04 and detail “A” on sheet AR102. 2) Joist To Precast Panel Welded Connections - lines A to F & 7 to 1 – sheets S2.02 & S2.01 – item 1(A) – item 1(A) – Report 1477185 A The joist to joist seat and joist seat to panel welded connections in the referenced lines were inspected per the structural drawings and RFI #33. *It was noted that bolts were not installed in joist seats fabricated with slotted holes. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. Additional weld was being added in the slotted holes at time of inspection. Other than noted above, inspected connections along line A & 1 to 7 were welded out per plan and the inspected connections along lines F & 1 to 7 were welded per plan and were compliant per RFI #33 3) Joist to Joist Girder , Joist Girder to Column and Joist Girder to Panel Welded Connections – lines A to F & 1 to 7 A) The joist to joist girder welded connections in the referenced lines were inspected per the contract drawings. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on joist drawing sheet J1.0, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. At inspected locations - additional welds have been added at the joist seats as required. B) Joist girder to column welded connections in the lines 2 to 7 & B to E were inspected per detail 209/S5.01. At inspected locations, the joist girder to column connections appeared to be per detail and visually acceptable. C) Joist girder to panel connections in lines 19 & B to E were inspected per details 208/S5.01 and 207/S5.01. Inspected joist girder to panel embed connections appeared to be completed per detail and were visually acceptable. 4) Type 1.5 Roof Decking – lines 7 to 13 & A to F – sheets S2.02, D2.1, D2.2 and D1.0 A) The fastening of the roof decking in the referenced lines was inspected per the schedule on NEW MILLENNIUM sheet D1.0. Inspected decking was fastened to the steel supports with HILTI powder actuated fasteners on a 36/7 pattern. Inspected side laps were fastened with TEK screw on 24” centers max. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Inspector’s Signature: Teresa Medina Project Manager Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. PRELIMINARY REPORT OF STRUCTURAL STEEL INSPECTION Client: GTIS Acquisitions, LLC Date: 10/18/2024 PM: R YEOMAN Project: 121 Commerce Center Addition (Lot 1) Project No: F241078 WO 1481756 Page No: 1 of 2 Service: Perform Structural Steel Inspection as detailed below: Drawings Utilized: Structural Locations and Items Inspected: A representative of UES arrived on site to perform a Visual Structural Steel Inspection /Reinspection for the above referenced project. Results of the inspection are as follows: Discrepancies, if any, are noted in BOLD 1) Welder Qualifications were reviewed for compliance AWS D1.1 2) Joist Girder to Column Welded Connections, Joist Girder to Panel Welded Connections and Joist to Joist Girder Welded Connections - lines A to F & 19 to 13 – sheets S2.02 & S2.01 A) Re-inspected item 1(B) from report 1477185 referencing the joist to joist girder welded connections. Reference details 211/S5.01 and 209/S5.01. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on joist drawing sheet J1.0, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. At reinspected locations - additional welds have been added at the joist seats as required. This clears item 1(B) from report 1477185. B) Joist girder to column welded connections in the lines 14 to 18 & B to E were inspected per detail 209/S5.01. At inspected locations , the joist girder to column connections appeared to be per detail and visually acceptable. C) Joist girder to panel connections in lines 19 & B to E were inspected per detail 207/S5.01. Inspected joist girder to panel embed appeared to be completed per detail and visually acceptable. NOTE(1): The ¾”x6”x6” joist girder stabilizer plates – lines 19 & B to E were not installed at time of inspection. See detail 207/S5.01 NOTE(2): The welding of the deck support angles in lines 19 & A to F, lines 19 to 13 & F and lines A & 13 to 19 was incomplete at time of inspection. Work was in progress. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. NOTE(3): The bridging terminations along line 19 were incomplete at time of inspection. Reference New Millennium sheet J2.3 and detail 202/S5.01. 3) Precast Panel to Foundation Welded Connections – lines F to A & 1, lines A & 1 to 19, lines 19 & A to F and lines F & 1 to 19 - sheets S1.01 & S1.02 A) Connections were inspected /reinspected per details 103/S4.01 and 101/S4.01. Panel P101 was missing a connection plate on one side . The pier embed is misaligned and this connection will require an RFI. Panel 92 – lines 1&A – is missing (1) of (2) connections plates . It was noted on 10/14/24 that the connections plates for panels P24, P23, P25 and P51 have been spliced. The spliced connection plates at panel P23 have been addressed. The spliced connections plates for panels P24, P25 and P51 still requir e corrective action. The non-compliant welds for the connections plate at panel P3 have been repaired. The missing connections plates for panel P11 and P12 (noted on report 1477185) have been added . See item 2(A) on report 1477185. 4) HSS(10”x10) Colum to Column Sleeve Welded Connections – lines 8 to 18 & A to F – sheets S1.01 and S1.02 A) Inspected connections in the referenced lines have been completed per the contract drawing and details. Reference details 102/S4.01, 10/S0.04 and detail “A” on sheet AR102. 5) Joist To Precast Panel Welded Connections - lines A to F & 19 to 13 – sheets S2.02 & S2.01 – item 1(A) – item 1(A) – Report 1477185 A Along lines F & 18 to 13 – the joist to joist seat connections were inspected per detail 205/S5.01. Reference erection detail 2/E3002. The inspected joists were not fully bearing on the joist seats at the precast panel along line F. Gaps were visible. Pe r RFI #33 – “The reaction point of the joist is at the vertical peg. If the required end anchorage welds can be achieved in that area of the seat, the gap acceptable. Otherwise, a shim plate can be used if necessary.” RFI response is attached to this report. It was noted that bolts were not installed in slotted holes of the joist seats. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. See attached detail. 6) Joist To Precast Panel Welded Connections – Panel P34 & P34 – sheets S2.02 & S2.01 – item1(C) item 1(C) – Report 1477185 A) The joist seat to precast panel at panel joist connection at panels P35 & P34 – was incomplete at time of inspection. The seat was not welded, and anchor bolts were not installed. Slotted holes in the joist seat hit at the panel joint. See detail 206/S5.01. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Inspector’s Signature: Teresa Medina Project Manager Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. PRELIMINARY REPORT OF STRUCTURAL STEEL INSPECTION Client: GTIS Acquisitions, LLC Date: 10/28/2024 PM: R YEOMAN Project: 121 Commerce Center Addition (Lot 1) Project No: F241078 WO 1485293 Page No: 1 of 3 Service: Perform Structural Steel Inspection as detailed below: Drawings Utilized: Structural Locations and Items Inspected: A representative of UES arrived on site to perform a Visual Structural Steel Inspection/Reinspection for the above referenced project. Results of the inspection are as follows: Discrepancies, if any, are noted in BOLD NOTE(1): The ¾”x6”x6” joist girder stabilizer plates – lines 19 & B to E and lines 1 & B to E were not installed at time of inspection. See detail 207/S5.01 and NOTE(1) from report dated 10/18/24. NOTE(2): The welding of the deck support angles in lines 1 & A to F, lines 1 to 7 & F and lines 1 to 7 & A was incomplete at time of inspection. Work was in progress. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01. NOTE(3): The bridging terminations along line 19 and along line 1 were incomplete at time of inspection. See NOTE(3) from report dated 10/18/24 NOTE(4): The deck support angles at the expansion joint in lines 7/A and 7/F have not been installed per details 216/S5.01 and 217/S5.01. Deck ledger angles do not have long slotted holes in them. Screw anchors, in what appears to be standard size holes, were used to attach the angles to the precast panels. Details call for long slotted holes in the deck ledger angle and diameter threaded studs welded to the precast panel embeds. Refer to EOR. NOTE(5): The joist seat to precast panel at panel joist welded connection - panels P34 & P34 - is incomplete. See detail 206/S5.01, item 1(C) from report dated 10/18/24 and item 1(C) from report dated 10/14/24 NOTE(6): A325 bolted connections, diagonal brace welded connections, column anchor bolt connections, beam to panel connections, and joist girder to beam connections (sliding side and fixed side) at the expansion joints in lines 7 and 13 need to be inspected. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. 1) HSS(10”x10) Colum to Column Sleeve Welded Connections – lines 2 to 8 & B to E – sheet S1.01 A) Inspected connections in the referenced lines have been completed per the contract drawing and details. Reference details 102/S4.01, 10/S0.04 and detail “A” on sheet AR102. 2) Joist To Precast Panel Welded Connections - lines A to F & 7 to 1 – sheets S2.02 & S2.01 – item 1(A) – item 1(A) – Report 1477185 A The joist to joist seat and joist seat to panel welded connections in the referenced lines were inspected per the structural drawings and RFI #33. *It was noted that bolts were not installed in joist seats fabricated with slotted holes. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. Additional weld was being added in the slotted holes at time of inspection. Other than noted above, inspected connections along line A & 1 to 7 were welded out per plan and the inspected connections along lines F & 1 to 7 were welded per plan and were compliant per RFI #33 3) Joist to Joist Girder , Joist Girder to Column and Joist Girder to Panel Welded Connections – lines A to F & 1 to 7 A) The joist to joist girder welded connections in the referenced lines were inspected per the contract drawings. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on joist drawing sheet J1.0, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. At inspected locations - additional welds have been added at the joist seats as required. B) Joist girder to column welded connections in the lines 2 to 7 & B to E were inspected per detail 209/S5.01. At inspected locations, the joist girder to column connections appeared to be per detail and visually acceptable. C) Joist girder to panel connections in lines 19 & B to E were inspected per details 208/S5.01 and 207/S5.01. Inspected joist girder to panel embed connections appeared to be completed per detail and were visually acceptable. 4) Type 1.5 Roof Decking – lines 7 to 13 & A to F – sheets S2.02, D2.1, D2.2 and D1.0 A) The fastening of the roof decking in the referenced lines was inspected per the schedule on NEW MILLENNIUM sheet D1.0. Inspected decking was fastened to the steel supports with HILTI powder actuated fasteners on a 36/7 pattern. Inspected side laps were fastened with TEK screw on 24” centers max. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. CONTINUATION STRUCTURAL STEEL INSPECTION Inspector’s Signature: Client/Contractor Copied Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. September 20, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1463853 UES arrived on site to perform a Pre-Construction Meeting for the above referenced project. Results of the inspection are as follows: I Pre-Construction Meeting – 9/20/2024 A UES arrived on site to attend a structural pre-construction meeting. Personnel from MW Builders and Busy B’s Steel Erectors were in attendance. Topic discussed included inspection scheduling, structural steel drawings and notes, welder qualifications requirements, high strength bolting requirements and RFI requirements if steel connections cannot not be completed per the contract drawing and have to be field modified. Discrepancies, if any, are noted above in bold. INSPECTOR: Chris Lalic CWI#16010691 We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. October 18, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1481756 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Welder Qualifications were reviewed for compliance AWS D1.1 II Joist Girder to Column Welded Connections, Joist Girder to Panel Welded Connections and Joist to Joist Girder Welded Connections - lines A to F & 19 to 13 – sheets S2.02 & S2.01 A Re-inspected item 1(B) from report 1477185 referencing the joist to joist girder welded connections. Reference details 211/S5.01 and 209/S5.01. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on joist drawing sheet J1.0, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. At re-inspected locations - additional welds have been added at the joist seats as required. This clears item 1(B) from report 1477185. B Joist girder to column welded connections in the lines 14 to 18 & B to E were inspected per detail 209/S5.01. At inspected locations, the joist girder to column connections appeared to be per detail and visually acceptable. C Joist girder to panel connections in lines 19 & B to E were inspected per detail 207/S5.01. Inspected joist girder to panel embed appeared to be completed per detail and visually acceptable. NOTE(1): The ¾”x6”x6” joist girder stabilizer plates – lines 19 & B to E were not installed at time of inspection. See detail 207/S5.01 NOTE(2): The welding of the deck support angles in lines 19 & A to F, lines 19 to 13 & F and lines A & 13 to 19 was incomplete at time of inspection. Work was in progress. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01 NOTE(3): The bridging terminations along line 19 were incomplete at time of inspection. Reference New Millennium sheet J2.3 and detail 202/S5.01. III Precast Panel to Foundation Welded Connections – lines F to A & 1, lines A & 1 to 19, lines 19 & A to F and lines F & 1 to 19 - sheets S1.01 & S1.02 A Connections were inspected/re-inspected per details 103/S4.01 and 101/S4.01. Panel P101 was missing a connection plate on one side. The pier embed is misaligned and this connection will require an RFI. Panel 92 – lines 1&A – is missing (1) of (2) connections plates. It was noted on 10/14/24 that the connections plates for panels P24, P23, P25 and P51 have been spliced. The spliced connection plates at panel P23 have been addressed. The spliced connections plates for panels P24, P25 and P51 still require corrective action. The non-compliant welds for the connections plate at panel P3 have been repaired. The missing connections plates for panel P11 and P12 noted on report 1477185) have been added. See item 2(A) on report 1477185. Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. IV HSS(10”x10) Colum to Column Sleeve Welded Connections – lines 8 to 18 & A to F – sheets S1.01 and S1.02 A Inspected connections in the referenced lines have been completed per the contract drawing and details. Reference details 102/S4.01, 10/S0.04 and detail “A” on sheet AR102. V Joist To Precast Panel Welded Connections - lines A to F & 19 to 13 – sheets S2.02 & S2.01 – item 1(A) – item 1(A) – Report 1477185 A Along lines F & 18 to 13 – the joist to joist seat connections were inspected per detail 205/S5.01. Reference erection detail 2/E3002. The inspected joists were not fully bearing on the joist seats at the precast panel along line F. Gaps were visible. Per RFI #33 – “The reaction point of the joist is at the vertical peg. If the required end anchorage welds can be achieved in that area of the seat, the gap acceptable. Otherwise, a shim plate can be used if necessary.” RFI response is attached to this report.*It was noted that bolts were not installed in slotted holes of the joist seats. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. See attached detail. VI Joist To Precast Panel Welded Connections – Panel P34 & P34 – sheets S2.02 & S2.01 – item1(C) item 1(C) – Report 1477185 A The joist seat to precast panel at panel joist connection at panels P35 & P34 – was incomplete at time of inspection. The seat was not welded, and anchor bolts were not installed. Slotted holes in the joist seat hit at the panel joint. See detail 206/S5.01. Discrepancies, if any, are noted above in bold. INSPECTOR: Chris Lalic CWI#16010691 We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. October 21, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1482870 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Joist Bridging Welded Connections, Precast Panel to Foundation Welded Connections, Deck Support Angles Welded Connections, and Joist Seat Welded Connections – lines A to F & 13 -19. A The joist bridging welded connections were inspected per the provided contract drawings. No noted discrepancies at time of inspection. B The deck support angles in the referenced lines were inspected per the detail sheet S5.01. No noted discrepancies at time of inspection. This clears note (2) from report 1481756. C Joist seat welded connections were inspected per RFI #33. No noted discrepancies at time of inspection. D Precast Panel to foundation welded connections – panels P23 & P24 (see item 3(A) from report 1481756) were repaired and visually acceptable at time of inspection. II The Roof Decking was incomplete and still in progress. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. October 22, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1483753 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Decking and Precast Panel to Foundation Welded Connections lines A to F & 13 to 19. A The fastening of the decking was inspected per sheet D1.0. The decking was fastened with HILTI screws on a 36/7 pattern. Inspected side laps were fastened with (3) TEK screws per span. Any discrepancies found during the inspection were addressed during the inspection. B The precast panel to foundation welded connections was inspected per the contract drawings. The following were found to be visually acceptable at time of inspection: panels P92, P25, P51, and P53. Panel 101 was inspected per the fix provided by RFI #35. No discrepancies were noted at time of inspection. This clears item #3(A) from report 1481756. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. October 28, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1485293 UES arrived on site to perform a Visual Structural Steel Inspection/Re-inspection for the above referenced project. Results of the inspection are as follows: NOTE(1): The ¾”x6”x6” joist girder stabilizer plates –lines 19 & B to E and lines 1 & B to E were not installed at time of inspection. See detail 207/S5.01 and NOTE(1) from report dated 10/18/24. NOTE(2): The welding of the deck support angles in lines 1 & A to F, lines 1 to 7 & F and lines 1 to 7 & A was incomplete at time of inspection. Work was in progress. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01. NOTE(3): The bridging terminations along line 19 and along line 1 were incomplete at time of inspection. See NOTE(3) from report dated 10/18/24 NOTE(4): The deck support angles at the expansion joint in lines 7/A and 7/F have not been installed per details 216/S5.01 and 217/S5.01. Deck ledger angles do not have long slotted holes in them. Screw anchors, in what appears to be standard size holes, were used to attach the angles to the precast panels. Details call for long slotted holes in the deck ledger angle and ¾” diameter threaded studs welded to the precast panel embeds. Refer to EOR. NOTE(5): The joist seat to precast panel at panel joist welded connection - panels P34 & P34 is incomplete. See detail 206/S5.01, item 1(C) from report dated 10/18/24 and item 1(C) from report dated 10/14/24 NOTE(6): A325 bolted connections, diagonal brace welded connections, column anchor bolt connections, beam to panel connections, and joist girder to beam connections (sliding side and fixed side) at the expansion joints in lines 7 and 13 need to be inspected. I HSS(10”x10) Colum to Column Sleeve Welded Connections – lines 2 to 8 & B to E – sheet S1.01 A Inspected connections in the referenced lines have been completed per the contract drawing and details. Reference details 102/S4.01, 10/S0.04 and detail “A” on sheet AR102. II Joist To Precast Panel Welded Connections - lines A to F & 7 to 1 – sheets S2.02 & S2.01 – item 1(A) – item 1(A) – Report 1477185 A The joist to joist seat and joist seat to panel welded connections in the referenced lines were inspected per the structural drawings and RFI #33.*It was noted that bolts were not installed in joist seats fabricated with slotted holes. Per the ERECTOR NOTE on the joist drawing, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. Additional weld was being added in the slotted holes at time of inspection.Other than noted above, inspected connections along line A & 1 to 7 were welded out per plan and the inspected connections along lines F & 1 to 7 were welded per plan and were compliant per RFI #33. Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. III Joist to Joist Girder, Joist Girder to Column and Joist Girder to Panel Welded Connections – lines A to F & 1 to 7 A The joist to joist girder welded connections in the referenced lines were inspected per the contract drawings. Bolts were not installed in slotted holes in the joist seats. Per the ERECTOR NOTE on joist drawing sheet J1.0, bolts are required in joist seats with slotted holes. When bolts cannot be installed, or are removed, additional weld must be placed in slotted holes. At inspected locations - additional welds have been added at the joist seats as required. B Joist girder to column welded connections in the lines 2 to 7 & B to E were inspected per detail 209/S5.01. At inspected locations, the joist girder to column connections appeared to be per detail and visually acceptable. C Joist girder to panel connections in lines 19 & B to E were inspected per details 208/S5.01 and 207/S5.01. Inspected joist girder to panel embed connections appeared to be completed per detail and were visually acceptable. IV Type 1.5 Roof Decking – lines 7 to 13 & A to F – sheets S2.02, D2.1, D2.2 and D1.0 A The fastening of the roof decking in the referenced lines was inspected per the schedule on NEW MILLENNIUM sheet D1.0. Inspected decking was fastened to the steel supports with HILTI powder actuated fasteners on a 36/7 pattern. Inspected side laps were fastened with TEK screw on 24” centers max. Discrepancies, if any, are noted above in bold. INSPECTOR: Chris Lalic CWI#16010691 We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. November 1, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1490667 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Framing – Deck Angle Welded Connections – lines A & 1 to 7 A Inspected deck edge angle welded connections per sheet S5.01 – detail 202. Any discrepancies noted were addressed at time of inspection. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. November 1, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1490667 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Framing – Deck Angle Welded Connections – lines A & 1 to 7 A Inspected deck edge angle welded connections per sheet S5.01 – detail 202. Any discrepancies noted were addressed at time of inspection. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. November 1, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1490667 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Framing – Deck Angle Welded Connections – lines A & 1 to 7 A Inspected deck edge angle welded connections per sheet S5.01 – detail 202. Any discrepancies noted were addressed at time of inspection. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. November 5, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1491921 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Decking - lines A to F & 1 to 7. A The fastening of the decking was inspected per the New Millennium deck fastening schedule. The decking was fastened with HILTI powder actuated fasteners on a 36/7 pattern. Inspected side laps were fastened with (3) TEK screws per span. Any discrepancies found during the inspection were addressed during the inspection. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Not Correct Reinforcement Clean Form Clean Item Observed x Proper Placement Reinforcement Tied Properly Grade Reinforcement Number of Reinforcement X X N/A 11/13/2023 X X Size of Reinforcement N/A Date: X X X Stirrup Spacing Not Correct Bruner, Yusuf The representative observed the reinforcing steel related items for the following area: A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. Detail Sheet:• Plan Sheet: Grapevine, Texas Report Date: Weather: 121 Commerce Center Addition (Lot 1) Page Number: 1513691 1 of 1 Clear 12/26/2024 Off Genesis Way and Enchanted Way F241078 Technician: Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Sidewalk: Northbound Service Road The representative utilized the following provided project plans to perform the observation: Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written X approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Drawings Approved Observation Information X X C15.0 UES / Riner Engineering Project: 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Reinforcing Steel Observation Report 12/12/2024ServiceDate:Client:GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Work Order Number: Project Number: Correct Splicing Correct X X Item Observed Bar Length & Spacing Respectfully Submitted, Remarks: Ronnie Yeoman Project Manager X Proper Cover Proper Support Dowels in Place Stirrup Size X Sheathing X X The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. Based on the representative's visual observation using the provided project plans, the area was compliant X PT Drawings X Cable/Tendon Count & Spacing X Cable/Tendon Drape X Grade Beam / Column Size Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. December 20, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1517918 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Decking – Riser Room - lines 19/F to E.7/F. A The fastening of the decking was inspected per sheets – S5.01. Inspected decking was fastened to the steel supports with 5/8” puddle welds on a 36/7 pattern. Inspected decking side laps appeared to be fastened with TEK screws as per plan. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. December 20, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1517918 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Decking – Riser Room - lines 19/F to E.7/F. A The fastening of the decking was inspected per sheets – S5.01. Inspected decking was fastened to the steel supports with 5/8” puddle welds on a 36/7 pattern. Inspected decking side laps appeared to be fastened with TEK screws as per plan. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. December 20, 2024 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1517918 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: I Roof Decking – Riser Room - lines 19/F to E.7/F. A The fastening of the decking was inspected per sheets – S5.01. Inspected decking was fastened to the steel supports with 5/8” puddle welds on a 36/7 pattern. Inspected decking side laps appeared to be fastened with TEK screws as per plan. Discrepancies, if any, are noted above in bold. INSPECTOR: Teresa Medina We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. January 16, 2025 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1528313 UES arrived on site to perform a Visual Structural Steel Inspection for the above referenced project. Results of the inspection are as follows: RE-INSPECTION of OPEN STRUCTURAL STEEL ITEMS NOTED ON REPORT F241078/1485293 10/28/2024) NOTE(1): The ¾”x6”x6” joist girder stabilizer plates – lines 19 & B to E and lines 1 & B to E have been installed. See detail 207/S5.01. This clears NOTE(1) from the report dated 10/18/24 and NOTE(1) from report 1485293 (10/28/24). NOTE(2): The welding of the deck support angles in lines 1 & A to F, lines 1 to 7 & F and lines 1 to 7 & A was inspected and cleared on report 1490667. See details 202/S5.01, 203/S5.01, 205/S5.01, 213/S5.01 and 214/S5.01. This clears NOTE(2) from report 1485293 NOTE(3): The bridging terminations along line 19 and along line 1 have been completed per plan. This clears NOTE(3) from report dated 10/18/24 and NOTE(3) from report 1485293 (10/28/24) NOTE(4): The deck support angles at the expansion joint in lines 7/A and 7/F and 13/A and 13/F have not been installed per details 216/S5.01 and 217/S5.01. Deck ledger angles do not have long slotted holes in them. Screw anchors, in what appears to be standard size holes, were used to attach the angles to the precast panels. Details call for long slotted holes in the deck ledger angle and ¾” diameter threaded studs welded to the precast panel embeds. Refer to EOR. See NOTE(4) from report 1485293 (10/28/24) NOTE(5): The joist seat to precast panel at panel joist welded connection at panels P34 & P35 - is incomplete. Joist is welded to one panel as per plan. On the non-welded side, 1” diameter threaded rods are not welded to an embed. No anchors are installed on the non- welded side of the joist seat. See detail 206/S5.01, item 1(C) from report dated 10/18/24 and item 1(C) from report dated 10/14/24 and NOTE (5) from report 1485293 (10/28/24). NOTE(6): The A325 bolted connections, diagonal brace welded connections, column anchor bolt connections, beam to panel connections, and joist girder to beam connections (sliding side and fixed side) at the expansion joints in lines 7 and 13 were inspected per the contract drawings. Non-compliant issue found during the inspection are as follows - In line 7 – the bolted connections for the joist girder to columns connections on the sliding have not been tack welded as per detail. See detail 227/S502 – note (7). The column anchor bolt connections are not ready for inspection. Remedial work on anchor bolt connections that are below flush Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. nut needs to be completed, and the fix used needs to be approved by the EOR. The welding contractor used ELCONE nuts to correct the below flush nut anchor bolt connections but they also torch cut oversized holes in the column baseplates were the below flush nut anchor bolt connections occurred. See details 104/S4.01 and 20/S0.04 and attached picture for clarification. NOTE(6) from report 1485293 remains open. I StoreFront/Canopy Steel – Northwest, Northeast, and West – sheets S2.03 & S5.02 A Welded connections for the referenced framing were inspected per RUSSELVILE STEEL COMPANY, INC sheets E6000, E6001, the RFI response concerning the column connections at roof level and the structural sheets. At inspected locations, the angle to panel embed welded connections and angle to column welded connections were not welded out per the typical details provided for other similar connections. Weld details/weld requirements were not shown on the details provide to UES. Structural Steel Note(6) on sheet S0.01 refers this issue to AISC table J2.4. Per AWS - if the fillet weld length is not explicitly shown it is to be understood that the weld should be applied to the full length of the joint. Require clarification on weld requirements. Additionally, it was noted that there was some damage/gouging caused to the HSS columns for the West Canopy – lines A & 9 to 11 – when the HSS(12”x6”) beams (HI LOW) were cut free and moved to a different elevation. Discrepancies, if any, are noted above in bold. INSPECTOR: Chris Lalic CWI#16010691 We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Figure 1 - Torch Cut Oversized Holes in column baseplates at expansion joint Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. January 23, 2025 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 Attention: Kyle Roberson Re: Field Inspection of Structural Steel 121 Commerce Center Addition (Lot 1) Grapevine, Texas UES Report No. F241078-1531823 UES arrived on site to perform a Visual Structural Steel Inspection/Re-Inspection for the above referenced project. Results of the inspection are as follows: RE-INSPECTION of OPEN STRUCTURAL STEEL ITEMS NOTED ON REPORT F241078/1485293 10/28/2024) AND REPORT F241078/1528313 (1/16/2025) I *NOTE(1): Re-inspected NOTE(4) from report 1528313 (1/16/25) and NOTE(4) from report 1485293 (10/28/24) - referencing the deck support angles at the expansion joints in lines 7/A, 7/F, 13/A and 13/F. In lines F/7 and F/13, the welding contractor slotted the holes in the deck edge angle with a torch and the angles and anchor bolts at these locations are now in general compliance with the contract drawings. In lines 13/A and 13/F, the angles are installed vertical leg up. The anchor bolts for the deck support angle are covered over with roof material and UES cannot confirm that the anchor bolts for the edge angle are installed in slotted holes. See details 216/S5.01 and 217/S5.01. Refer to EOR II *NOTE(2): Re-inspected NOTE(5) from report 1528313, NOTE(5) from report 1485393, item 1(C) from the report dated 10/18/24, and item 1(C) from report dated 10/14/24 – referencing the joist seat to precast panel at panel joint welded connection at panels P34 & P35. The welding contractor has installed (2) ¾” diameter anchors on the non-welded side. Per detail 206/S5.01 anchors should be 1” diameter. Will require EOR approval on the use of smaller diameter anchors. III NOTE(6): The A325 bolted connections, diagonal brace welded connections, column anchor bolt connections, beam to panel connections, and joist girder to beam connections (sliding side and fixed side) at the expansion joints in lines 7 and 13 were inspected per the contract drawings on 1/16/25. Non-compliant issues found during the inspection, and noted by NOTE(6) on report 1528313, are as follows: In line 7 – the bolted connections for the joist girder to columns connections on the sliding side have not been tack welded as per detail. See detail 227/S502 – note (7). This issue was re- inspected on 1/23/2025 and found to be compliant. The column anchor bolt connections are not ready for inspection. Remedial work on anchor bolt connections that are below flush nut needs to be completed, and the fix used needs to be approved by the EOR. The welding contractor used ELCONE nuts to correct the below flush nut anchor bolt connections but they also torch cut oversized holes in the column baseplates where the below flush nut anchor bolt connections occurred. See details 104/S4.01 and 20/S0.04. Issues regarding the column anchor bolt connections described by NOTE(6) on report 1528313 remain open. Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. IV StoreFront/Canopy Steel – Northwest, Northeast, and West – sheets S2.03 & S5.02 A Re-inspected item 1(A) from report 1528313 - referencing the canopy framing welded connections. It was noted during today’s inspection that the (6”x4”) angle to precast panel embed welded connections have not been welded out as per details 1 & 2 on sheet E2004 Connections are to be welded all the way around with ¼” fillet welds. Additionally, the angle to column connections were to be bolted with ½” diameter A307 thru-bolts. As built - the angles have been welded to the columns in lieu of bolting. See details 1 & 2 on sheet E2004 and referenced detail 233/S5.02. Field modifications for the angle to column connections will require EOR approval and the missing welds for the angle precast panel connections need to be added and inspected. The noted damage/gouging caused to the HSS columns for the West Canopy – lines A & 9 to 11 – where the HSS(12”x6”) beams (HI & LOW) were cut free and moved to a different elevation - appears to have been addressed. Discrepancies, if any, are noted above in bold. INSPECTOR: Chris Lalic CWI#16010691 We are pleased to be of service on this project and if you have any questions, please contact our office. Sincerely, UES Professional Solutions 44, LLC Formerly Alpha Testing) Ronnie Yeoman Project Manager DATE: SAMPLE NO. 1 Building Pad, A-F/13.0-14.5 4,139 PPM Respecfully Submitted, Project Manager UES / Alpha Testing, LLC Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies Ronnie Yeoman SPECIFICATIONS: Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. SAMPLE LOCATION AND MATERIAL DESCRIPTION 5058 Brush Creek Road Fort Worth, Texas 76119 Geotechnical | Construction Materials | Environmental www.TeamUES.com TBPELS Firm No. 813 REPORT OF SOLUBLE SULFATE CONTENT TESTED FOR:GTIS Acquisitions, LLC OUR REPORT NO.: 06/01/24 F241078-1404482 Tex 145-E Part II New York, New York Page 1 of 1 PROJECT:121 Commerce Center Addition (Lot 1) Grapevine, Texas TEST METHOD: SOLUBLE SULFATE CONTENT Dark Brown Sandy Clay