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Home My WebLink AboutTerracon - 3/21/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0118 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 04/02/18 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: 4,000 psi @ 28 days Mix ID: 9458 Supplier: Argos Batch Time: 1039 Truck No.: 7091 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Plant: 123 Ticket No.: 12326041 Result Specification 4 5-8 1.8 0-3 72 50-95 61 35-100 152.0 12.57 Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 1 E Hold Initial Cure: Outside Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/21/18 Sample Time: 1145 Daniel Moreno Clear/No wind 20/80 Batch Size (cy): 10 Pump (Hotel) Pier- E.8/9 (Hotel) Pier- E.8/9 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/28/18 7 42,980 04/18/18 28 04/18/18 28 04/18/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 3,420 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 Moreno Reported To: Contractor: 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: 95181011.0118 Service Date: 03/21/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0117 Irerracon Service Date: 03/21/18 2501 E Loop 820 N Report Date: 03/28/18 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 Moreno 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: 95181011.0117 Service Date: March 21, 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: Daniel Moreno Pier Identification E.8/9 E.8/10 G.5/10 G.7/9.4 G.5/9 G.7/11.6 Pier Diameter (in.) 42 42 36 30 36 30 Top of Ground Elevation (ft.) 623.10 623.32 623.24 623.08 623.22 622.85 Top of Pier Elevation (ft.) 622.25 622.25 622.25 622.25 622.25 622.25 Depth to Bearing Stratum from Ground (ft.) 18.0 20.0 22.0 18.0 22.0 19.0 Depth of Pier from Ground (ft.) 45.6 45.5 42.5 28.1 42.0 29.9 Required Penetration (ft.) 25.0 25.0 20.0 10.0 20.0 10.0 Actual Penetration (ft.) 27.6 25.5 20.5 10.1 20.0 10.9 Depth from Top of Concrete (ft.) 44.5 44.5 41.5 27.0 41.0 29.9 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Casing Diameter (in.) 44 44 38 32 38 32 Cased Depth (ft.) 20.0 20.0 22.0 18.0 22.0 19.0 Number of Vertical Bars (ea.) 8 8 8 8 8 8 Reinforcing Bar Size (#) 9 9 8 7 8 7 Length of Vertical Bars (ft.) 44.4 44.0 41.1 26.2 40.8 28.8 Time Drilling was Completed 10:00 AM 9:22 AM 10:45 AM 11:40 AM 12:30 PM 3:40 PM Time Concrete was Placed 12:30 PM 1:50 PM 3:40 PM 3:00 PM 3:25 PM 4:10 PM "Started penetration below casing or shale which ever is deeper. Page 1 of 1 Distribution Page Report Number: 95181011.0117 Service Date: 03/21/18 Report Date: 03/28/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0115A Irerracon Service Date: 03/21/18 2501 E Loop 820 N Report Date: 03/28/18 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: 5 Report No.: 95181011.0115A No. of Cylinders: 1 set of 5 picked up. Services: Terracon Rep.: Daniel Moreno Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Reviewed By: John, Tupa 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: 95181011.0115A Service Date: 03/21/18 Report Date: 03/28/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0123 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 05/04/18 Revision 1 - 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: 5,000 psi @ 28 days Mix ID: 9908 Supplier: Argos Batch Time: 1231 Truck No.: 5104 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Plant: 123 Ticket No.: 12326050 Result Specification 6 3-6 2.0 0-3 72 50-95 61 Date Date 150.8 Load Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/21/18 Sample Time: 1308 Daniel Moreno Clear/No wind 9/36 Batch Size (cy): 9 Direct Discharge Tower Crane Footing- SE of Location. Tower Crane Footing- SE of Location. 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 03/28/18 7 64,190 5,110 5 1 B 4.00 12.57 04/18/18 28 74,670 5,940 4 1 C 4.00 12.57 04/18/18 28 72,620 5,780 4 1 D 4.00 12.57 04/18/18 28 75,380 6,000 3 Average (28 days) 5,910 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: Report Distribution: See attached distribution list. Reviewed By: John, Tupa 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: 95181011.0123 Service Date: 03/21/18 Report Date: 05/04/18 Revision 1 - 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: 95181011.0123 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 04/02/18 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: 7,000 psi @ 28 days Mix ID: 9908 Supplier: Argos Batch Time: 1231 Truck No.: 5104 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Plant: 123 Ticket No.: 12326050 Result Specification 6 3-6 2.0 0-3 72 50-95 61 1 B 150.8 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 1 E Hold Initial Cure: Outside Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/21/18 Sample Time: 1308 Daniel Moreno Clear/No wind 9/36 Batch Size (cy): 9 Direct Discharge Tower Crane Footing- SE of Location. Tower Crane Footing- SE of Location. Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/28/18 7 64,190 04/18/18 28 04/18/18 28 04/18/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 5,110 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: 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: 95181011.0123 Service Date: 03/21/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0122 Irerracon Service Date: 03/21/18 2501 E Loop 820 N Report Date: 04/02/18 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: Structural Sheets- PKS-300 Detail: D5, PKS-302 Detail: C3, (CIP Wall Reinforcement Schedule) PKS- 610 Detail: E3 Locations/Items Observed: Basement Wall- P4 -P6/15 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 Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: The following discrepancies were corrected prior to concrete placement: Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Moreno Reported To: David with Manhattan 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, 5-5-10, Rev.7 Page 1 of I Distribution Page Report Number: 95181011.0122 Service Date: 03/21/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0121 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 04/23/18 Revision 2 - 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 Maximum Material Information Set Specimen Avg Diam. Sample Information Date Date Specified Strength: 5,000 psi @ 28 days Sample Date: 03/21/18 Sample Time: 1440 (sq in) Received Tested (days) Sampled By: Daniel Moreno Mix ID: 1ON11504 1 A 4.00 12.57 Weather Conditions: Clear/No wind Supplier: Redi Mix Concrete 4,990 4 Accumulative Yards: 10/19 Batch Size (cy): 10 Batch Time: 1330 Plant: 262 Placement Method: Direct Discharge Truck No.: 1233 Ticket No.: 25818893 Water Added Before (gal): 123,340 Field Test Data 2 1 D 4.00 Water Added After (gal): 04/18/18 28 130,240 10,360 Sample Location: Paving- East Dallas Rd. - Sta. 088 Line Test Result Specification 116,990 A Slump (in): 5 3-5 Placement Location: Paving- Sta. 088 Line A Air Content (%): 3.0 3-6 Initial Cure: Outside Concrete Temp. (F): 75 50-95 Ambient Temp. (F): 66 Plastic Unit Wt. (pcf): 146.8 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 03/23/18 2 62,750 4,990 4 1 B 4.00 12.57 03/28/18 7 105,140 8,370 2 1 C 4.00 12.57 04/18/18 28 123,340 9,820 2 1 D 4.00 12.57 04/18/18 28 130,240 10,360 4 1 E 4.00 12.57 04/18/18 28 116,990 9,310 5 Average (28 days) 9,830 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: 95181011.0121 Service Date: 03/21/18 Report Date: 04/23/18 Revision 2 - 28 -day results 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: 95181011.0121 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 03/28/18 Revision 1 - 7 -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: 5,000 psi @ 28 days Mix ID: 1ON11504 Supplier: Redi Mix Concrete Batch Time: 1330 Plant: 262 Truck No.: 1233 Ticket No.: 25818893 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 3.0 3-6 75 50-95 66 1 B 146.8 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 1 E Hold Initial Cure: Outside Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/21/18 Sample Time: 1440 Daniel Moreno Clear/No wind 10/19 Batch Size (cy): 10 Direct Discharge Paving- East Dallas Rd. - Sta. 088 Line A Paving- Sta. 088 Line A Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/23/18 2 62,750 03/28/18 7 105,140 04/18/18 28 04/18/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 4,990 4 8,370 2 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: 95181011.0121 Service Date: 03/21/18 Report Date: 03/28/18 Revision 1 - 7 -day results Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0121 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 03/21/18 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: 5,000 psi @ 28 days Mix ID: 1ON11504 Supplier: Redi Mix Concrete Batch Time: 1330 Plant: 262 Truck No.: 1233 Ticket No.: 25818893 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 3.0 3-6 75 50-95 66 1 B 146.8 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 1 E Hold Initial Cure: Outside Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/21/18 Sample Time: 1440 Daniel Moreno Clear/No wind 10/19 Batch Size (cy): 10 Direct Discharge Paving- East Dallas Rd. - Sta. 088 Line A Paving- Sta. 088 Line A Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/23/18 2 62,750 03/28/18 7 04/18/18 28 04/18/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 4,990 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 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: 95181011.0121 Service Date: 03/21/18 Report Date: 03/21/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0120 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 04/02/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Mat. Proctor No. Ref. No. 1 95181011.0004 Field Test Data Classification and Description Yellowish Brown Clayey Sand Test No. Test Location Basement Floor Wall Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Laboratory Test Method ASTM D698 Lab Test Data Project Requirements Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 18.4 106.2 -4 Over Op 93-98 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 23 See Attachment Test #1 5th Lift 1 8 127.5 23.5 22.6 104.0 98 24 See Attachment Test #2 5th Lift 1 8 127.9 24.0 23.1 103.9 98 Datum: Moisture Condition Std. Cut. M:2221 Std. Cut. D: 674 S/N: 31150 Make: Troxler Model: 3430 Last Cal. Date: 02/05/2016 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.: Carlos Vela Reported To: David with Manhattan 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 FIELD DENSITY TESTING REPORT Irerracon Report Number: 95181011.0120 Service Date: 03/21/18 2501 E Loop 820 N Report Date: 04/02/18 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 l - L `' f' F — IT $ .. _T— ---Test #2 .: _ I Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Carlos Vela Reported To: David with Manhattan Contractor: Manhattan Report Distribution: See attached distribution list. 2. 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. se0001, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: 95181011.0120 Service Date: 03/21/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600