The URL can be used to link to this page

Home My WebLink AboutTerracon - 6/05/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0288 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/13/18 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: 4,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1430 Truck No.: 1737 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.: 12329164 Set Specimen Avg Diam. Result No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 06/06/18 Initial Cure: Outside 7 Comments: 41/2 2.0 94 95 148.8 44.8 Specification 3-5 0-3 50-95 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/06/18 06/12/18 7 58,880 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 06/06/18 Hold Final Cure: Moist Room 06/05/18 Sample Time: 1515 Daniel Blocker clear 10 Batch Size (cy): 10 PUMP P11.5/17 Wall Footing @ P10.5 -P12.5/16-17 Compressive Strength Fracture Tested (psi) Type By 4,690 3 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: 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: 95181011.0288 Service Date: 06/05/18 Report Date: 06/13/18 Revision 1 - 7 -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: 95181011.0288 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: 1792 Supplier: Batch Time: 1430 Truck No.: 1737 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.: 12329164 Set Specimen Avg Diam. Result No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 28 Initial Cure: Outside 07/03/18 Comments: 41/2 2.0 94 95 148.8 44.8 Specification 3-5 0-3 50-95 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/12/18 7 12.57 07/03/18 28 12.57 07/03/18 28 12.57 07/03/18 28 Hold Final Cure: Moist Room 06/05/18 Sample Time: 1515 Daniel Blocker clear 10 Batch Size (cy): 10 PUMP P11.5/17 wall footing @ P10.5 -P12.5/16-17 Compressive Strength Fracture Tested (psi) Type 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.: Daniel Blocker 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: 95181011.0288 Service Date: 06/05/18 Report Date: 06/06/18 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: 95181011.0287 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 07/05/18 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 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 06/05/18 Sample Time: 1115 Sampled By: Daniel Blocker Mix ID: 9727 Weather Conditions: clear Supplier: Argos Accumulative Yards: 9 Batch Size (cy): 9 Batch Time: 1015 Plant: 109 Placement Method: bucket Truck No.: N/a Ticket No.: 10906497 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Column P4/15 Test Result Specification Placement Location: Columns @ GL (P4/15,16) Walls @ Slump (in): 6 5-7 GL (P9/16.3-17) (P6 -P7/17) Air Content (%): 3.8 3-6 Concrete Temp. (F): 93 50-95 Ambient Temp. (F): 94 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 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 06/06/18 06/12/18 7 58,380 4,650 4 1 B 4.00 12.57 06/06/18 07/03/18 28 73,540 5,850 4 1 C 4.00 12.57 06/06/18 07/03/18 28 74,820 5,950 3 1 D 4.00 12.57 06/06/18 07/03/18 28 76,260 6,070 4 Average (28 days) 5,960 1 E 06/06/18 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: 95181011.0287 Service Date: 06/05/18 Report Date: 07/05/18 Revision 2 - 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: 95181011.0287 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/13/18 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: 9727 Supplier: Argos Batch Time: 1015 Plant: 109 Truck No.: N/a Ticket No.: 10906497 Field Test Data Test Result Specification Slump (in): 6 5-7 Air Content (%): 3.8 3-6 Concrete Temp. (F): 93 50-95 Ambient Temp. (F): 94 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 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 06/06/18 Initial Cure: Outside 7 Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/06/18 06/12/18 7 58,380 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 06/06/18 Hold Final Cure: Moist Room 06/05/18 Sample Time: 1115 Daniel Blocker clear 9 Batch Size (cy): 9 bucket Column P4/15 Columns @ GL (P4/15,16) Walls @ GL (P9/16.3-17) (P6 -P7/17) Compressive Strength Fracture Tested (psi) Type By 4,650 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: 95181011.0287 Service Date: 06/05/18 Report Date: 06/13/18 Revision 1 - 7 -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: 95181011.0287 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: 9727 Supplier: Batch Time: 1015 Plant: 109 Truck No.: N/a Ticket No.: 10906497 Field Test Data Test Result Specification Slump (in): 6 5-7 Air Content (%): 3.8 3-6 Concrete Temp. (F): 93 50-95 Ambient Temp. (F): 94 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 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 28 Initial Cure: Outside 07/03/18 Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/12/18 7 12.57 07/03/18 28 12.57 07/03/18 28 12.57 07/03/18 28 Hold Final Cure: Moist Room 06/05/18 Sample Time: 1115 Daniel Blocker clear 9 Batch Size (cy): 9 bucket Column P4/15 Columns @ GL (P4/15,16) Walls @ GL (P9/16.3-17) (P6 -P7/17) Compressive Strength Fracture Tested (psi) Type 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.: Daniel Blocker Reported To: Contractor: Manhattan 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: 95181011.0287 Service Date: 06/05/18 Report Date: 06/06/18 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: 95181011.0286 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 07/05/18 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 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 06/05/18 Sample Time: 0815 Sampled By: Daniel Blocker Mix ID: 9621 Weather Conditions: clear Supplier: Argos Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 0725 Plant: 110 Placement Method: pump Truck No.: 5117 Ticket No.: 11027089 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Garage SOG P1.5/16.9 Test Result Specification Placement Location: Garage SOG (P1 -P5/16.7-18) Slump (in): 6 5-7 Air Content (%): 4.0 3-6 Concrete Temp. (F): 90 Ambient Temp. (F): 90 Plastic Unit Wt. (pcf): 146.0 Yield (Cu. Yds.): 44.1 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 06/06/18 06/12/18 7 52,350 4,170 4 1 B 4.00 12.57 06/06/18 07/03/18 28 66,100 5,260 4 1 C 4.00 12.57 06/06/18 07/03/18 28 65,290 5,200 3 1 D 4.00 12.57 06/06/18 07/03/18 28 65,100 5,180 4 Average (28 days) 5,210 1 E 06/06/18 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. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0286 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 07/05/18 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 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 06/05/18 Sample Time: 1000 Sampled By: Daniel Blocker Mix ID: 9621 Weather Conditions: clear Supplier: Argos Accumulative Yards: 120 Batch Size (cy): 10 Batch Time: 0930 Plant: 110 Placement Method: pump Truck No.: 4046 Ticket No.: 10906492 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Garage SOG P4.5/17.6 Test Result Specification Placement Location: Garage SOG (P1 -P5/16.7-18) Slump (in): 5 1/2 5-7 Air Content (%): 3.7 3-6 Concrete Temp. (F): 90 Ambient Temp. (F): 92 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 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 06/06/18 06/12/18 7 52,450 4,170 5 2 B 4.00 12.57 06/06/18 07/03/18 28 65,840 5,240 4 2 C 4.00 12.57 06/06/18 07/03/18 28 63,100 5,020 5 2 D 4.00 12.57 06/06/18 07/03/18 28 62,140 4,940 2 Average (28 days) 5,070 2 E 06/06/18 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 2 of 2 Distribution Page Report Number: 95181011.0286 Service Date: 06/05/18 Report Date: 07/05/18 Revision 2 - 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: 95181011.0286 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/14/18 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: 9621 Supplier: Argos Batch Time: 0725 Plant: 110 Truck No.: 5117 Ticket No.: 11027089 Field Test Data Test Result Slump (in): 6 Air Content (%): 4.0 Concrete Temp. (F): 90 Ambient Temp. (F): 90 Plastic Unit Wt. (pcf): 146.0 Yield (Cu. Yds.): 44.1 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 06/06/18 Initial Cure: Outside 7 Comments: Samples Made By: Terracon Specification 5-7 3-6 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/06/18 06/12/18 7 52,350 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 06/06/18 Hold Final Cure: Moist Room 06/05/18 Sample Time: 0815 Daniel Blocker clear 10 Batch Size (cy): 10 PUMP Garage SOG P1.5/16.9 Garage SOG (P1 -P5/16.7-18) Compressive Strength Fracture Tested (psi) Type By 4,170 4 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. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0286 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/14/18 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: 9621 Supplier: Argos Batch Time: 0930 Plant: 110 Truck No.: 4046 Ticket No.: 10906492 Field Test Data Test Result Slump (in): 5 1/2 Air Content (%): 3.7 Concrete Temp. (F): 90 Ambient Temp. (F): 92 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 2 A 4.00 2 B 4.00 2 C 4.00 2 D 4.00 2 E 06/06/18 Initial Cure: Outside 7 Comments: Specification 5-7 3-6 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/06/18 06/12/18 7 52,450 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 12.57 06/06/18 07/03/18 28 06/06/18 Hold Final Cure: Moist Room 06/05/18 Sample Time: 1000 Daniel Blocker clear 120 Batch Size (cy): 10 PUMP Garage SOG P4.5/17.6 Garage SOG (P1 -P5/16.7-18) Compressive Strength Fracture Tested (psi) Type By 4,170 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 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 2 of 2 Distribution Page Report Number: 95181011.0286 Service Date: 06/05/18 Report Date: 06/14/18 Revision 1 - 7 -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: 95181011.0286 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: 9621 Supplier: Batch Time: 0725 Plant: 110 Truck No.: 5117 Ticket No.: 11027089 Field Test Data Test Result Slump (in): 6 Air Content (%): 4.0 Concrete Temp. (F): 90 Ambient Temp. (F): 90 Plastic Unit Wt. (pcf): 146.0 Yield (Cu. Yds.): 44.1 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 28 Initial Cure: Outside 07/03/18 Comments: Samples Made By: Terracon Specification 5-7 3-6 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/12/18 7 12.57 07/03/18 28 12.57 07/03/18 28 12.57 07/03/18 28 Hold Final Cure: Moist Room 06/05/18 Sample Time: 0815 Daniel Blocker clear 10 Batch Size (cy): 10 PUMP Garage SOG P1.5/16.9 Garage SOG (P1 -P5/16.7-18) Compressive Strength Fracture Tested (psi) Type By 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. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0286 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: 9621 Supplier: Batch Time: 0930 Plant: 110 Truck No.: 4046 Ticket No.: 10906492 Field Test Data Test Result Slump (in): 5 1/2 Air Content (%): 3.7 Concrete Temp. (F): 90 Ambient Temp. (F): 92 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 2 A 4.00 2 B 4.00 2 C 4.00 2 D 4.00 2 E 28 Initial Cure: Outside 07/03/18 Comments: Specification 5-7 3-6 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/12/18 7 12.57 07/03/18 28 12.57 07/03/18 28 12.57 07/03/18 28 Hold Final Cure: Moist Room 06/05/18 Sample Time: 1000 Daniel Blocker clear 120 Batch Size (cy): 10 PUMP Garage SOG P4.5/17.6 Garage SOG (P1 -P5/16.7-18) Compressive Strength Fracture Tested (psi) Type 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.: Daniel Blocker Reported To: Contractor: Manhattan 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 2 of 2 Distribution Page Report Number: 95181011.0286 Service Date: 06/05/18 Report Date: 06/06/18 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0285 Irerracon Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: Lapped splice Visual Observation Elevation(s)/Location(s): Garage SOG (P1 -P5/16.7-18) (631.00) Type of Observation: visual Referenced Documents: ROI -2B 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. Exceptions: Comments: spacing was corrected and chairs needed to be added, fixed promptly. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Blocker Reported To: Contractor: 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: 95181011.0285 Service Date: 06/05/18 Report Date: 06/06/18 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 SAMPLE PICK-UP REPORT Report Number: 95181011.0283A Irerracon Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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.: 95181011.0283 No. of Cylinders: 1 set of 5 (4x8) Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: 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: 95181011.0283A Service Date: 06/05/18 Report Date: 06/06/18 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0290 Irerracon Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: lapped splice Visual Observation Elevation(s)/Location(s): Wall Footing @ (P10.5 -P12.5/16-17) Type of Observation: visual Referenced Documents: R00 -9A 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. Exceptions: Comments: Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Blocker Reported To: Contractor: 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: 95181011.0290 Service Date: 06/05/18 Report Date: 06/06/18 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0289 Irerracon Service Date: 06/05/18 2501 E Loop 820 N Report Date: 06/06/18 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: lapped splice Visual Observation Elevation(s)/Location(s): Columns @ (P4/15,16) (P9/16.3 -17;17/P6 -P7) Type of Observation: visual Referenced Documents: ROI -2B 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. Exceptions: Comments: Spacing which was fixed promptly. One stirrup needed to be tied. fixed Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Blocker Reported To: Contractor: 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: 95181011.0289 Service Date: 06/05/18 Report Date: 06/06/18 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: 95181011.0288 Service Date: 06/05/18 2501 E Loop 820 N Report Date: 07/05/18 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 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1430 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.: 12329164 Result 41/2 2.0 94 95 148.8 44.8 Specification 3-5 0-3 50-95 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 06/05/18 Sample Time: 1515 Daniel Blocker clear 10 Batch Size (cy): 10 PUMP P11.5/17 Wall Footing @ P10.5 -P12.5/16-17 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 06/06/18 06/12/18 7 58,880 4,690 3 1 B 4.00 12.57 06/06/18 07/03/18 28 73,040 5,810 4 1 C 4.00 12.57 06/06/18 07/03/18 28 77,360 6,160 2 1 D 4.00 12.57 06/06/18 07/03/18 28 73,010 5,810 4 Average (28 days) 5,930 1 E 06/06/18 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: 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: 95181011.0288 Service Date: 06/05/18 Report Date: 07/05/18 Revision 2 - 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