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Home My WebLink AboutTerracon - 9/19/2018 (4)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0459 Service Date: 09/19/18 2501 E Loop 820 N Report Date: 10/26/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 0649 Truck No.: 5106 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.: 12332641 Result Specification 8 6-9 6.0 3-6 88 50-95 78 Pump 147.6 0 Sample Date: 09/19/18 Sample Time: Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 18/324 Batch Size (cy): 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 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 90,920 7,240 3 1 D 4.00 12.57 10/17/18 28 87,580 6,970 2 1 E 4.00 12.57 10/17/18 28 88,830 7,070 4 Average (28 days) 7,090 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. 0720 9 Tested By 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: 10/26/18 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: 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 Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 9 6-9 4.3 3-6 90 50-95 86 A 148.4 12.57 Laboratory Test Data Set Specimen Avg Diam. Area Date No. ID (in) (sq in) Received 2 A 4.00 12.57 2 B 4.00 12.57 2 C 4.00 12.57 2 D 4.00 12.57 2 E 4.00 12.57 2 F 4.00 Initial Cure: Outside 12.57 Date Tested 09/21/18 09/26/18 10/17/18 10/17/18 10/17/18 Sample Date: 09/19/18 Sample Time: Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 126/324 Batch Size (cy): 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 11/14/18 Final Cure: Moist Room Age at Maximum Test Load (days) (lbs) 2 54,800 7 67,900 28 82,430 28 78,210 28 79,500 Average (28 days) 56 Compressive Strength (psi) Comments: Average compressive strength of 28 day cylinders complies with the specified strength. 4,360 5,400 6,560 6,220 6,330 6,370 Fracture Type 4 4 3 5 2 0950 9 Tested By 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: 10/26/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 1106 Truck No.: 19 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.: 12332681 Result Specification 6 6-9 5.4 3-6 94 50-95 90 Pump 148.0 0 Sample Date: 09/19/18 Sample Time: Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 243/324 Batch Size (cy): 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 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 28 107,210 8,530 4 3 D 4.00 12.57 10/17/18 28 105,920 8,430 5 3 E 4.00 12.57 10/17/18 28 108,430 8,630 3 Average (28 days) 8,530 3 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. 1140 9 Tested By 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: 10/26/18 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: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 1245 Truck No.: 1737 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.: 12332695 Result Specification 6 6-9 5.2 3-6 95 50-95 92 Pump 147.6 0 Sample Date: 09/19/18 Sample Time: Sampled By: Doyle Mackey Weather Conditions: Clear Accumulative Yards: 315/324 Batch Size (cy): 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 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 28 106,000 8,440 2 4 D 4.00 12.57 10/17/18 28 107,710 8,570 4 4 E 4.00 12.57 10/17/18 28 109,660 8,730 3 Average (28 days) 8,580 4 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. 1315 9 Tested By 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