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Home My WebLink AboutTerracon - 4/24/2018REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0205 Irerracon Service Date: 04/24/18 2501 E Loop 820 N Report Date: 04/27/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 Services Requested By: David Saiter Connection Type/Description: basement wall Visual Observation Elevation(s)/Location(s): GL @ (G.8/9.5-11.5) Type of Observation: Visual Referenced Documents: ROO-IOC Observation Results: Based on our visual observations, the connections observed at the referenced locations appeared to be the proper size, type, in the proper location and placed in general accordance with the identified referenced documents. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �njupa Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0019, 6-30-11, Rev.1 Page 1 of 1 Distribution Page Report Number: 95181011.0205 Service Date: 04/24/18 Report Date: 04/27/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0202 Irerracon Service Date: 04/24/18 2501 E Loop 820 N Report Date: 04/27/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 PROJECT DATA Drawings Utilized: Basement Level Foundation Sect. B- Grade beam/Footing DWG# R00 -5D Elev.3 & 6 Section 6A, DWG# R00 -5K Elev. 12 Section 3B, 12A & 13A DWG# ROOIOA Elev. 13 & 14 Hotel- DWG# ROO-10A Pier Cap (G.5/13.7) Detail 1 Locations/items Observed: Garage -Grade beam/Footing- P1/16.1-16.5, P1 -P3/16.5, P2.3/16.1-16.3, P3/16.1-16.3, P1 -P3.5/16.4 Hotel -Pier Cap- G.5/13.7 Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type X Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Ber Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: Any discrepancies found were corrected prior to completion of this observation. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �njupa Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, s -s -to, xev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0202 Service Date: 04/24/18 Report Date: 04/27/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0200 Service Date: 04/24/18 2501 E Loop 820 N Report Date: 05/25/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 04/24/18 Sample Time: 1526 Sampled By: Daniel Moreno Mix ID: 1792 Weather Conditions: Clear/No wind Supplier: Argos Accumulative Yards: 20/80 Batch Size (cy): 10 Batch Time: 1442 Plant: 104 Placement Method: Pump Truck No.: 5092 Ticket No.: 10433285 Water Added Before (gal): 5 Field Test Data Water Added After (gal): Sample Location: Garage/Footing- P1/16.1-16.5, Test Result Specification P1 -P3/16.5 Slump (in): 5 3-5 Placement Location: Garage/Footing- P1/16.1-16.5, Air Content (%): 1.6 0-3 P1 -P3/16.5, P2.3/16.1-16.3, Concrete Temp. (F): 81 50-95 P3/16.1-16.3, P1 -P3.5/16.4 Ambient Temp. (F): 78 Plastic Unit Wt. (pcf): 151.2 Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 05/01/18 7 57,690 4,590 5 1 B 4.00 12.57 05/22/18 28 71,800 5,710 4 1 C 4.00 12.57 05/22/18 28 68,650 5,460 3 1 D 4.00 12.57 05/22/18 28 67,100 5,340 4 Average (28 days) 5,510 1 E Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0200 Service Date: 04/24/18 Report Date: 05/25/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) ArchiTexas, Michael Karnowski (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0200 Service Date: 04/24/18 2501 E Loop 820 N Report Date: 05/09/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1442 Plant: 104 Truck No.: 5092 Ticket No.: 10433285 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 3-5 1.6 0-3 81 50-95 78 4.00 151.2 5 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 5 Initial Cure: Outside 05/22/18 Comments: Sample Date: 04/24/18 Sample Time: 1526 Sampled By: Daniel Moreno Weather Conditions: Clear/No wind Accumulative Yards: 20/80 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): 05/22/18 Sample Location: Garage/Footing- P1/16.1-16.5, 12.57 P1 -P3/16.5 Placement Location: Garage/Footing- P1/16.1-16.5, 12.57 P1 -P3/16.5, P2.3/16.1-16.3, 28 P3/16.1-16.3, P1 -P3.5/16.4 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/01/18 7 57,690 12.57 05/22/18 28 12.57 05/22/18 28 12.57 05/22/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 4,590 5 Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0200 Service Date: 04/24/18 Report Date: 05/09/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0199 Service Date: 04/24/18 2501 E Loop 820 N Report Date: 04/27/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Lab Test Data Project Requirements Mat. Proctor No. Ref. No. 1 95181011.0005 Field Test Data Classification and Description Dark Brown Sandy Clay Test No. Test Location Wall/Backfill Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 21.9 99.6 Min/+4 Min 93 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 1 P3.5/15.3 FG 1 6 122.1 27.6 29.2 94.5 95 2 P2.2/15.5 FG 1 6 124.4 25.8 26.2 98.6 99 Datum: Std. Cut. M:674 Std. Cut. D: 2030 S/N: 32312 Make: Troxler Model: 3440 Last Cal. Date: 06/02/2016 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: __Lto Tul Senior Project Manager Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cRoo07, 11-16-12, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0199 Service Date: 04/24/18 Report Date: 04/27/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0198 Service Date: 04/24/18 2501 E Loop 820 N Report Date: 05/25/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 04/24/18 Sample Time: 1230 Sampled By: Daniel Blocker Mix ID: 9458 Weather Conditions: clear Supplier: Argos Accumulative Yards: 20 Batch Size (cy): 10 Batch Time: 1145 Plant: Placement Method: direct discharge Truck No.: 5086 Ticket No.: 10433264 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Pier @ GL (G/2) Test Result Specification Placement Location: report 0198 Slump (in): 6 5-7 Air Content (%): 2.0 0-3 Concrete Temp. (F): 65 Ambient Temp. (F): 60 Plastic Unit Wt. (pcf): 148.4 Yield (Cu. Yds.): 44.7 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 05/01/18 7 40,990 3,260 4 1 B 4.00 12.57 05/22/18 28 58,260 4,640 4 1 C 4.00 12.57 05/22/18 28 56,120 4,470 5 1 D 4.00 12.57 05/22/18 28 57,430 4,570 2 Average (28 days) 4,560 1 E Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0198 Service Date: 04/24/18 Report Date: 05/25/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) ArchiTexas, Michael Karnowski (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0198 Service Date: 04/24/18 2501 E Loop 820 N Report Date: 05/09/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 9458 Supplier: Argos Batch Time: 1145 Plant: Truck No.: 5086 Ticket No.: 10433264 Field Test Data Test Result Slump (in): 6 Air Content (%): 2.0 Concrete Temp. (F): 65 Ambient Temp. (F): 60 Plastic Unit Wt. (pcf): 148.4 Yield (Cu. Yds.): 44.7 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 0 Initial Cure: Outside 0 Comments: Specification 5-7 0-3 Sample Date: 04/24/18 Sample Time: 1230 Sampled By: Daniel Blocker Weather Conditions: clear Accumulative Yards: 20 Batch Size (cy): 10 Placement Method: direct discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Pier @ GL (G/2) Placement Location: report 0198 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/01/18 7 40,990 12.57 05/22/18 28 12.57 05/22/18 28 12.57 05/22/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 3,260 4 Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0198 Service Date: 04/24/18 Report Date: 05/09/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0197 Irerracon Service Date: 04/24/18 2501 E Loop 820 N Report Date: 04/27/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Proiect Number: 95181011 On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet for recorded data. NOTE: Elevation data provided by others or taken from plans. Services: Drilled Pier Observation Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,Tuipa Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. sC0001, 10-16-13, Rev.10 Page 1 of 1 DRILLED PIER OBSERVATION Report Number: 95181011.0197 Service Date: April 24, 2018 Client: Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Driller: CMG 1 rerracon 2501 E. Loop 820 North Fort Worth, Texas 76118 817-268-8600 Reg No: F-3272 Project: Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project No.: 95181011 Technician: Dan Blocker Pier Identification G/2 H/2 J/2 E.3/1.3 E.7/1.3 Pier Diameter (in.) 36 36 42 30 30 Top of Ground Elevation (ft.) 635.51 635.07 634.64 635.59 635.59 Top of Pier Elevation (ft.) 629.25 629.25 629.25 627.68 627.08 Depth to Bearing Stratum from Ground (ft.) 27.0 27.0 27.0 27.0 27.0 Depth of Pier from Ground (ft.) 47.4 47.6 52.6 37.3 37.6 Required Penetration (ft.) 20.0 20.0 25.0 10.0 10.0 Actual Penetration (ft.) 20.4 20.6 25.6 10.3 10.6 Depth from Top of Concrete (ft.) 41.2 41.8 47.3 28.9 29.1 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Casing Diameter (in.) 38 38 44 32 32 Cased Depth (ft.) 27.0 27.0 27.0 27.0 27.0 Number of Vertical Bars (ea.) 8 8 8 8 8 Reinforcing Bar Size (#) 8 8 9 7 7 Length of Vertical Bars (ft.) 42.1 41.3 46.1 28.3 28.2 Time Drilling was Completed 9:00 AM 10:00 AM 10:45 AM 12:00 PM 1:45 PM Time Concrete was Placed 1:00 PM 2:00 PM 3:00 PM 5:00 PM 5:15 PM Page 1 of 1 Distribution Page Report Number: 95181011.0197 Service Date: 04/24/18 Report Date: 04/27/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0196A Irerracon Service Date: 04/24/18 2501 E Loop 820 N Report Date: 04/27/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: Picked up 1 set of 5 4x8 Cylinders ReportNo.: 0196 No. of Cylinders: 5 Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,T Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. sC0001, 10-16-13, Rev.10 Page 1 of I Distribution Page Report Number: 95181011.0196A Service Date: 04/24/18 Report Date: 04/27/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600