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Home My WebLink AboutTerracon - 9/19/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0459 Service Date: 09/19/18 2501 E Loop 820 N Report Date: 10/02/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 0649 Plant: 123 Truck No.: 5106 Ticket No.: 12332641 Field Test Data Test Result Specification Slump (in): 8 6-9 Air Content (%): 6.0 3-6 Concrete Temp. (F): 88 50-95 Ambient Temp. (F): 78 Sample Location: Plastic Unit Wt. (pcf): 147.6 Garage, Level 4, Placement 42 Yield (Cu. Yds.): Sample Date: 09/19/18 Sample Time: 0720 Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 18/324 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: See attached sketch Placement Location: Garage, Level 4, Placement 42 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 09/21/18 2 65,600 5,220 5 1 B 4.00 12.57 09/26/18 7 76,150 6,060 3 1 C 4.00 12.57 10/17/18 28 1 D 4.00 12.57 10/17/18 28 1 E 4.00 12.57 10/17/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Doyle Mackey Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. 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 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0459 Service Date: 09/19/18 2501 E Loop 820 N Report Date: 10/02/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 0930 Plant: 123 Truck No.: 107 Ticket No.: 12332664 Field Test Data Test Result Specification Slump (in): 9 6-9 Air Content (%): 4.3 3-6 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 86 Sample Location: Plastic Unit Wt. (pcf): 148.4 Garage, Level 4, Placement 42 Yield (Cu. Yds.): Sample Date: 09/19/18 Sample Time: 0950 Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 126/324 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: See attached sketch Placement Location: Garage, Level 4, Placement 42 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 2 A 4.00 12.57 09/21/18 2 54,800 4,360 4 2 B 4.00 12.57 09/26/18 7 67,900 5,400 4 2 C 4.00 12.57 10/17/18 28 2 D 4.00 12.57 10/17/18 28 2 E 4.00 12.57 10/17/18 28 2 F 4.00 12.57 11/14/18 56 Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Doyle Mackey Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. 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 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0459 Service Date: 09/19/18 2501 E Loop 820 N Report Date: 10/02/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 1106 Plant: 123 Truck No.: 19 Ticket No.: 12332681 Field Test Data Test Result Specification Slump (in): 6 6-9 Air Content (%): 5.4 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 90 Sample Location: Plastic Unit Wt. (pcf): 148.0 Garage, Level 4, Placement 42 Yield (Cu. Yds.): Sample Date: 09/19/18 Sample Time: 1140 Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 243/324 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: See attached sketch Placement Location: Garage, Level 4, Placement 42 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 3 A 4.00 12.57 09/21/18 2 71,820 5,720 3 3 B 4.00 12.57 09/26/18 7 89,560 7,130 4 3 C 4.00 12.57 10/17/18 28 3 D 4.00 12.57 10/17/18 28 3 E 4.00 12.57 10/17/18 28 3 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Doyle Mackey Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. 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 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0459 Service Date: 09/19/18 2501 E Loop 820 N Report Date: 10/02/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 1245 Plant: 123 Truck No.: 1737 Ticket No.: 12332695 Field Test Data Test Result Specification Slump (in): 6 6-9 Air Content (%): 5.2 3-6 Concrete Temp. (F): 95 50-95 Ambient Temp. (F): 92 Sample Location: Plastic Unit Wt. (pcf): 147.6 Garage, Level 4, Placement 42 Yield (Cu. Yds.): Sample Date: 09/19/18 Sample Time: 1315 Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 315/324 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: See attached sketch Placement Location: Garage, Level 4, Placement 42 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 4 A 4.00 12.57 09/21/18 2 79,070 6,290 4 4 B 4.00 12.57 09/26/18 7 91,850 7,310 4 4 C 4.00 12.57 10/17/18 28 4 D 4.00 12.57 10/17/18 28 4 E 4.00 12.57 10/17/18 28 4 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Doyle Mackey 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 4 of 4 P7 P1 29 P3P6 pq PS s'a 1Q-0' I ' TERRACO ." 6 r) 7, d� /r I'I I I I'I rl I'I I —_ _ II II 'll III II II I 11 11 �' II Il ll II III II I II mIII II II II II ryll II 17 II II l Irl I I m ISI lil Irl PI m Id II r II II II II II I II I r II II I II I II II II A I C fi C A 11 4 II I I FD I ¢ I I I I c. 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Villanueva Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600