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Home My WebLink AboutTerracon - 7/16/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0360 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 08/03/18 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: Argos Batch Time: 1500 Plant: Truck No.: 5114 Ticket No.: 12330760 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Result Specification 6 5-7 4.4 3-6 91 50-95 98 4.00 147.6 20 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 20 Initial Cure: Outside 0 Comments: Samples Made By: Terracon Sample Date: 07/16/18 Sample Time: 1500 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 7/7 Batch Size (cy): 10 Placement Method: Bucket & lift Water Added Before (gal): 20 Water Added After (gal): 0 Sample Location: Parking Garage SOG P13/15.3 Placement Location: Parking Garage SOG P13/15.3-17 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/23/18 7 54,090 12.57 08/13/18 28 12.57 08/13/18 28 12.57 08/13/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 4,300 5 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jeremy Washington Reported To: David with Manhattan 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: 95181011.0360 Service Date: 07/16/18 Report Date: 08/03/18 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: 95181011.0359 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 08/14/18 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: 07/16/18 Sample Time: 1015 Sampled By: Jeremy Washington Mix ID: 9621 Weather Conditions: clear Supplier: Argos Accumulative Yards: 20/100 Batch Size (cy): 10 Batch Time: 0930 Plant: 110 Placement Method: Pump Truck No.: 1714 Ticket No.: 11029181 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: SOG Parking Garage -P12.5/17.3 Test Result Specification Placement Location: SOG Parking Garage -P10-13/17-18 Slump (in): 7 5-7 Air Content (%): 3.7 3-6 Concrete Temp. (F): 89 50-95 Ambient Temp. (F): 87 Plastic Unit Wt. (pcf): 147.7 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 07/23/18 7 48,120 3,830 4 1 B 4.00 12.57 08/13/18 28 60,880 4,840 3 1 C 4.00 12.57 08/13/18 28 58,900 4,690 4 1 D 4.00 12.57 08/13/18 28 56,920 4,530 5 Average (28 days) 4,690 1 E 4.00 12.57 09/10/18 56 Initial Cure: Outside Final Cure: Moist Room Comments: * Average compressive strength of 28 day cylinders does not comply 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.: Jeremy Washington Reported To: David with Manhattan 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: 95181011.0359 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 08/14/18 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: 07/16/18 Sample Time: 1215 Sampled By: Jeremy Washington Mix ID: 9621 Weather Conditions: clear Supplier: Argos Accumulative Yards: 100/100 Batch Size (cy): 10 Batch Time: 1127 Plant: 110 Placement Method: Pump Truck No.: 6282 Ticket No.: 11029191 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: SOG Parking Garage -PI l/17.6 Test Result Specification Placement Location: SOG Parking Garage -P10-13/17-18 Slump (in): 7 5-7 Air Content (%): 3.6 3-6 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 95 Plastic Unit Wt. (pcf): 146.6 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 2 A 4.00 12.57 07/23/18 7 44,530 3,540 2 2 B 4.00 12.57 08/13/18 28 59,160 4,710 2 2 C 4.00 12.57 08/13/18 28 60,910 4,850 4 2 D 4.00 12.57 08/13/18 28 60,870 4,840 5 Average (28 days) 4,800 2 E 4.00 12.57 09/10/18 56 Initial Cure: Outside Final Cure: Moist Room Comments: * Average compressive strength of 28 day cylinders does not comply 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.: Jeremy Washington Reported To: David with Manhattan 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 Paae Report Number: 95181011.0359 Service Date: 07/16/18 Report Date: 08/14/18 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) City of Grapevine TX, Paul M Lee (1) City of Grapevine TX, Scott Williams (1) City of Grapevine TX, sbatte@grapevinetexas.gov (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 DEVIATION LOG Report Date: 8/14/2018 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000001 D000002 D000003 D000004 D000005 D000006 D000007 D000008 D000009 0047 Concrete Compressive 02/15/18 Slump does not comply, Set 1 Concrete met specified Strength Test strength 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Retested 1 Comments: Low Moisture Content. David with Manhattan was notified. 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Retested 2 Comments: Low Moisture Content. David with Manhattan was notified. 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Retested 3 Comments: Low Moisture Content. David with Manhattan was notified. 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Retested 4 Comments: Low Moisture Content. David with Manhattan was notified. 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Retested 5 Comments: Low Moisture Content. David with Manhattan was notified. 0169 Concrete Compressive 04/11/18 Average compressive strength does not Strength Test comply, Set 1 Age 28 0232 Concrete Compressive 05/08/18 Slump does not comply, Set 1 Concrete met strength Strength Test 0249 Field Density Testing 05/16/18 Moisture content does not comply, Test Retested 65 Page 1 of 4 02/22/18 Closed 04/27/18 Closed 04/27/18 04/27/18 04/27/18 Closed Closed Closed 04/27/18 Closed Open 06/05/18 Closed 05/16/18 Closed DEVIATION LOG Report Date: 8/14/2018 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000010 D000011 D000012 D000013 D000014 D000015 D000016 D000017 D000018 D000019 D000020 0271 0271 0271 0273 0273 0169 0332 Field Density Testing Field Density Testing Field Density Testing Field Density Testing Field Density Testing Concrete Compressive Strength Test Post -Tension Stressing 0335 Concrete Compressive Strength Test 0342 Concrete Compressive Strength Test 0342 0342 Concrete Compressive Strength Test Concrete Compressive Strength Test 05/30/18 Percent compaction does not comply, Retested Same Day Closed Test 1 Closed 05/30/18 Percent compaction does not comply, Retested Same Day Closed Test 2 Open 05/30/18 Percent compaction does not comply, Retested Same Day Test 3 05/31/18 Percent compaction does not comply, Retested Same Day Test 69 05/31/18 Percent compaction does not comply, Retested Same Day Test 71 04/11/18 Average compressive strength does not comply, Set 1 Age 56 07/02/18 Post -Tension Stressing Pending Comments: David Saiter w/Manhattan was notified and given a copy of the field report. 07/03/18 Slump does not comply, Set 1 Pending compressive Comments: excessive slump. Contractor strength at 28 days. was notified 07/07/18 Air content does not comply, Set 2 Comments: Pending 28 compressive strength results 07/07/18 Air content does not comply, Set 3 Comments: Pending 28 compressive strength results 07/07/18 Air content does not comply, Set 4 Comments: Pending 28 compressive strength results Page 2 of 4 05/30/18 Closed 05/30/18 Closed 05/30/18 Closed 05/31/18 Closed 05/31/18 Closed Open Open Open DEVIATION LOG Report Date: 8/14/2018 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000021 D000022 D000023 D000024 D000025 D000026 D000027 0342 Concrete Compressive Strength Test 0344 Concrete Compressive Strength Test 0359 0359 0362 0342 0342 Concrete Compressive Strength Test Concrete Compressive Strength Test Concrete Compressive Strength Test Concrete Compressive Strength Test Concrete Compressive Strength Test D000028 0387 Field Density Testing 07/07/18 Slump does not comply, Set 1 Comments: Pending 28 compressive strength results 07/09/18 Slump does not comply, Set 1 Pending 28 day Comments: 28 day compressive strength compressive strength obtained the required 4500 psi. result 07/16/18 Slump does not comply, Set 1 Resolved at 28 day compressive strength results 07/16/18 Slump does not comply, Set 2 Resolved at 28 day compressive strength results 07/17/18 Slump does not comply, Set 1 Resolved once Comments: Manhattan was notified of compressive strength excessive slump prior to placement. of 5000 psi is obtained 07/07/18 Average compressive strength does not comply, Set 2 Age 28 Comments: Low 28 day compressive strength results 07/07/18 Average compressive strength does not comply, Set 3 Age 28 Comments: Low 28 day compressive strength results 07/30/18 Moisture content does not comply, Test 109 Comments: David Saiter was notified by Terracon that moisture was low. Will retest after area is reworked. Page 3 of 4 08/06/18 Open Closed Open Open Open Open Open Open DEVIATION LOG Report Date: 8/14/2018 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000029 0387 Field Density Testing 07/30/18 Moisture content does not comply, Test Open 110 Comments: David Saiter was notified by Terracon that moisture was low. Will retest after area is reworked. D000030 0396 Concrete Compressive 08/06/18 Slump does not comply, Set 1 Deviation will be Open Strength Test Comments: Contractor was notified of resolved once test excessive slump pior to placement. cylinders reach the 28 day design strength of 7000 psi. D000031 0359 Concrete Compressive 07/16/18 Average compressive strength does not Will review at 28 day Open Strength Test comply, Set 1 Age 28 compressive strength results D000032 0359 Concrete Compressive 07/16/18 Average compressive strength does not Will review at 28 day Open Strength Test comply, Set 2 Age 28 compressive strength results Page 4 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0359 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 08/03/18 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: 1000 Plant: 110 Truck No.: 1714 Ticket No.: 11029181 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 7 5-7 3.7 3-6 89 50-95 87 4.00 147.7 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 0 Initial Cure: Outside 0 Comments: Sample Date: 07/16/18 Sample Time: 1000 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 20/100 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: SOG Parking Garage -P12.5/17.3 Placement Location: SOG Parking Garage -P10-13/17-18 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/23/18 7 48,120 12.57 08/13/18 28 12.57 08/13/18 28 12.57 08/13/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 3,830 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.: Jeremy Washington Reported To: David with Manhattan 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: 95181011.0359 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 08/03/18 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: 1200 Plant: 110 Truck No.: 6282 Ticket No.: 11029191 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 7 5-7 3.6 3-6 90 50-95 95 4.00 146.6 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 0 Initial Cure: Outside 0 Comments: Samples Made By: Terracon Sample Date: 07/16/18 Sample Time: 1000 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 100/100 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: SOG Parking Garage -PI l/17.6 Placement Location: SOG Parking Garage -P10-13/17-18 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/23/18 7 44,530 12.57 08/13/18 28 12.57 08/13/18 28 12.57 08/13/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 3,540 2 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jeremy Washington Reported To: David with Manhattan 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: 95181011.0359 Service Date: 07/16/18 Report Date: 08/03/18 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: 95181011.0359 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 07/17/18 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: Argos Batch Time: 1000 Plant: Truck No.: 1714 Ticket No.: 11029181 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 7 5-7 3.7 3-6 89 87 147.7 No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 0 Initial Cure: Outside 0 Comments: Sample Date: 07/16/18 Sample Time: 1000 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 20/100 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: SOG-P12.5/17.3 Placement Location: SOG-P10-13/17-18 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/23/18 7 12.57 08/13/18 28 12.57 08/13/18 28 12.57 08/13/18 28 Hold Final Cure: Moist Room 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.: Jeremy Washington Reported To: David with Manhattan 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: 95181011.0359 Service Date: 07/16/18 2501 E Loop 820 N Report Date: 07/17/18 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: Argos Batch Time: 1200 Plant: Truck No.: 6282 Ticket No.: 11029191 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 7 5-7 3.6 3-6 90 95 146.6 No. ID (in) 2 A 4.00 2 B 4.00 2 C 4.00 2 D 4.00 2 E 0 Initial Cure: Outside 0 Comments: Sample Date: 07/16/18 Sample Time: 1000 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 100/100 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: SOG-P11/17.6 Placement Location: SOG-P10-13/17-18 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/23/18 7 12.57 08/13/18 28 12.57 08/13/18 28 12.57 08/13/18 28 Hold Final Cure: Moist Room 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.: Jeremy Washington Reported To: David with Manhattan 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: 95181011.0359 Service Date: 07/16/18 Report Date: 07/17/18 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 POST -TENSION STRESSING REPORT Report Number: 95181011.0358 Irerracon Service Date: 07/16/18 2501 E Loop 820 N Report Date: 07/20/18 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 representative of Terracon arrived at the above referenced jobsite as scheduled to observe Post Tension Stressing Operations on Level 2, Pour 5, North of Pour Strip. Please note that tendons highlighted in yellow are outside the tolerance of +/-7%. See attached sheets for recorded data. Services: Terracon Rep.: Adam Wood 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 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS U019A 4.625 3.125 4.30 3.13 4.95 3.125 -32% See Comments U019B 4.625 3 4.30 3.00 4.95 3 -35% See Comments U101 2.375 2.375 2.21 2.38 2.54 2.375 0% U020 4.625 3.25 4.30 3.25 4.95 3.25 -30% See Comments U021A 4.625 3.125 4.30 3.13 4.95 3.125 -32% See Comments U021B 4.625 3.375 4.30 3.38 4.95 3.375 -27% See Comments U022A 4.625 4.30 #VALUE! 4.95 #VALUE! #VALUE! See Comments U022B 4.625 4.30 #VALUE! 4.95 #VALUE! #VALUE! See Comments U102 2.375 2.5 2.21 2.50 2.54 2.5 5% U023A 4.625 8.875 4.30 8.88 4.95 8.875 92% See Comments U023B 4.625 9.125 4.30 9.13 4.95 9.125 97% See Comments U024 4.625 3.25 4.30 3.25 4.95 3.25 -30% U103 2.375 2.375 2.21 2.38 2.54 2.375 0% U025A 4.625 3.25 4.30 3.25 4.95 3.25 -30% U025B 4.625 3.25 4.30 3.25 4.95 3.25 -30% U026A 4.625 3.25 4.30 3.25 4.95 3.25 -30% U026B 4.625 3.125 4.30 3.13 4.95 3.125 -32% U027A 4.625 3.75 4.30 3.75 4.95 3.75 -19% U027B 4.625 3.125 4.30 3.13 4.95 3.125 -32% U104 2.375 2.625 2.21 2.63 2.54 2.625 11% U028 4.625 3.25 4.30 3.25 4.95 3.25 -30% U029A 4.625 3.125 4.30 3.13 4.95 3.125 -32% U029B 4.625 3.125 4.30 3.13 4.95 3.125 -32% U105 2.375 2.625 2.21 2.63 2.54 2.625 11% U030A 4.625 3 4.30 3.00 4.95 3 -35% U030B 4.625 3 4.30 3.00 4.95 3 -35% U031A 4.625 3.25 4.30 3.25 4.95 3.25 -30% U031B 4.625 3.5 4.30 3.50 4.95 3.5 -24% U032 4.625 3.625 4.30 3.63 4.95 3.625 -22% U106 2.375 2.5 2.21 2.50 2.54 2.5 5% U033A 4.625 3.25 4.30 3.25 4.95 3.25 -30% U033B 4.625 3.375 4.30 3.38 4.95 3.375 -27% U034 4.625 3.125 4.30 3.13 4.95 3.125 -32% COMMENTS: Tendons U019 thru U034 will not match calculation elongation due to the pour area changing. U023A & U023B were previously unstressed cables. U022A & U022B were the replaced strands after the concrete blowout. SHEETTITLE: ELONGATION RECORDS Jack #1: MRE607 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR. Jack #1 PSI: 7000 LEVEL/POUR: Level 2, Pour 5, North of Pour Strip Jack #2 PSI: DATE: 7/16/18 1 STRESS BY: K & A Rebar VERIFIED BY: Adam Wood PAGE 1 OF 5 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS U035A 4.658 4.375 4.33 4.38 4.98 4.375 -6% U035B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U036A 4.625 4.875 4.30 4.88 4.95 4.875 5% U036B 4.625 4.75 4.30 4.75 4.95 4.75 3% U107 2.375 2.5 2.21 2.50 2.54 2.5 5% U037 4.625 4.75 4.30 4.75 4.95 4.75 3% U038A 4.625 4.875 4.30 4.88 4.95 4.875 5% U038B 4.625 4.875 4.30 4.88 4.95 4.875 5% U039 4.625 4.75 4.30 4.75 4.95 4.75 3% U108 2.375 2.5 2.21 2.50 2.54 2.5 5% U040A 4.625 4.875 4.30 4.88 4.95 4.875 5% U040B 4.625 4.75 4.30 4.75 4.95 4.75 3% U041 4.625 4.75 4.30 4.75 4.95 4.75 3% U042A 4.625 4.75 4.30 4.75 4.95 4.75 3% U042B 4.625 4.75 4.30 4.75 4.95 4.75 3% U109 2.375 2.375 2.21 2.38 2.54 2.375 0% U043 4.625 4.625 4.30 4.63 4.95 4.625 0% U044A 4.625 4.875 4.30 4.88 4.95 4.875 5% U044B 4.625 4.75 4.30 4.75 4.95 4.75 3% U045 4.625 4.875 4.30 4.88 4.95 4.875 5% U110 2.375 2.5 2.21 2.50 2.54 2.5 5% U046A 4.625 4.625 4.30 4.63 4.95 4.625 0% U046B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U047 4.625 4.625 4.30 4.63 4.95 4.625 0% U111 2.375 2.5 2.21 2.50 2.54 2.5 5% U048A 4.625 5 4.30 5.00 4.95 5 8% U048B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U052A 1.25 1.5 1.16 1.50 1.34 1.5 20% U052B 1.25 1.375 1.16 1.38 1.34 1.375 10% U052C 1.25 1.625 1.16 1.63 1.34 1.625 30% U053A 1.25 1.375 1.16 1.38 1.34 1.375 10% U053B 1.25 1.625 1.16 1.63 1.34 1.625 30% U054A 1.25 1.875 1.16 1.88 1.34 1.875 50% U054B 1.25 1.875 1.16 1.88 1.34 1.875 50% See Comments U054C 1.25 1.875 1.16 1.88 1.34 1.875 50% See Comments COMMENTS: Strands U054B & U54C will not match due to the original placement changing. SHEETTITLE: ELONGATION RECORDS Jack #1: MRE607 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 2, Pour 5, North of Pour Strip Jack #2 PSI: DATE: 7/16/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 2 OF 5 MEASURED ELONGATION CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS T037 4.875 4.5 4.53 4.50 5.22 4.5 -8% T038 4.875 4.75 4.53 4.75 5.22 4.75 -3% T039 4.875 5 4.53 5.00 5.22 5 3% T040 4.875 4.75 4.53 4.75 5.22 4.75 -3% T041 4.875 4.625 4.53 4.63 5.22 4.625 -5% T042 4.875 5 4.53 5.00 5.22 5 3% T043 4.875 4.75 4.53 4.75 5.22 4.75 -3% M012A 4.5 4.375 4.19 4.38 4.82 4.375 -3% See Comments M012B 4.5 43/8 4.19 4.38 4.82 4.375 -3% M012C 4.5 4.5 4.19 4.50 4.82 4.5 0% M012D 4.5 4.5 4.19 4.50 4.82 4.5 0% M012E 4.5 4.375 4.19 4.38 4.82 4.375 -3% M012F 4.5 4.5 4.19 4.50 4.82 4.5 0% M012G 4.5 4.625 4.19 4.63 4.82 4.625 3% M012H 4.5 4.75 4.19 4.75 4.82 4.75 6% M0121 4.5 4.5 4.19 4.50 4.82 4.5 0% M012J 4.5 5 4.19 5.00 4.82 5 11% M012K 4.5 5 4.19 5.00 4.82 5 11% M012L 4.5 5 4.19 5.00 4.82 5 11% M012M 4.5 5 4.19 5.00 4.82 5 11% M013A 4.5 4.625 4.19 4.63 4.82 4.625 3% See Comments M013B 4.5 4.5 4.19 4.50 4.82 4.5 0% M013C 4.5 4.5 4.19 4.50 4.82 4.5 0% M013D 4.5 4.5 4.19 4.50 4.82 4.5 0% M013E 4.5 5 4.19 5.00 4.82 5 11% M013F 4.5 4.75 4.19 4.75 4.82 4.75 6% M013G 4.5 4.75 4.19 4.75 4.82 4.75 6% M013H 4.5 4.625 4.19 4.63 4.82 4.625 3% M0131 4.5 4.625 4.19 4.63 4.82 4.625 3% M013J 4.5 4.875 4.19 4.88 4.82 4.875 8% M013K 4.5 4.625 4.19 4.63 4.82 4.625 3% M013L 4.5 4.75 4.19 4.75 4.82 4.75 6% M013M 4.5 4.25 4.19 4.25 4.82 4.25 -6% SEE COMMENTS: M012 & M013 were measured right to left, top to bottom. SHEETTITLE: ELONGATION RECORDS Jack #1: MRE607 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: Level 2, Pour 5, North of Pour Strip Jack #2 PSI: DATE: 7/16/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 5 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS M102A 4.625 3.25 4.30 3.25 4.95 3.25 -30% See Comments M102B 4.625 3 4.30 3.00 4.95 3 -35% See Comments M102C 4.625 3.25 4.30 3.25 4.95 3.25 -30% See Comments M103D 4.625 3.75 4.30 3.75 4.95 3.75 -19% See Comments M102E 4.625 3.25 4.30 3.25 4.95 3.25 -30% See Comments M102F 4.625 3.375 4.30 3.38 4.95 3.375 -27% See Comments M102G 4.625 3.125 4.30 3.13 4.95 3.125 -32% See Comments T044 4.875 4.875 4.88 4.875 0% T045 4.875 5 4.53 5.00 5.22 5 3% T046 4.875 5 4.53 5.00 5.22 5 3% T047 4.875 4.375 4.53 4.38 5.22 4.375 -10% T048 4.875 4.25 4.53 4.25 5.22 4.25 -13% T049 4.875 4.25 4.53 4.25 5.22 4.25 -13% T050 4.875 5.5 4.53 5.50 5.22 5.5 13% T051 4.875 5.125 4.53 5.13 5.22 5.125 5% T052 4.875 5.25 4.53 5.25 5.22 5.25 8% T053 4 4.25 3.72 4.25 4.28 4.25 6% M017A 3.875 4 3.60 4.00 4.15 4 3% M017B 3.875 3.75 3.60 3.75 4.15 3.75 -3% M017C 3.875 3.875 3.60 3.88 4.15 3.875 0% M017D 3.875 3.75 3.60 3.75 4.15 3.75 -3% M017E 3.875 3.75 3.60 3.75 4.15 3.75 -3% M017F 3.875 3.875 3.60 3.88 4.15 3.875 0% M017G 3.875 4 3.60 4.00 4.15 4 3% M017H 3.875 3.875 3.60 3.88 4.15 3.875 0% M0171 3.875 4.125 3.60 4.13 4.15 4.125 6% M018A 3.875 4 3.60 4.00 4.15 4 3% M018B 3.875 3.875 3.60 3.88 4.15 3.875 0% M018C 3.875 3.75 3.60 3.75 4.15 3.75 -3% M018D 3.875 3.875 3.60 3.88 4.15 3.875 0% M018E 3.875 3.75 3.60 3.75 4.15 3.75 -3% M018F 3.875 4.125 3.60 4.13 4.15 4.125 6% M018G 3.875 3.5 3.60 3.50 4.15 3.5 -10% M018H 3.875 3.75 3.60 3.75 4.15 3.75 -3% M0181 3.875 4 3.60 4.00 4.15 4 3% M102 was measured right to left, top to bottom. M102 will not match calculation elongation because of the pour area change. M017 & M018 were measured right to left, top to bottom. SHEETTITLE: ELONGATION RECORDS Jack #1: MRE607 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR. Jack #1 PSI: 7000 LEVEL/POUR: Level 2, Pour 5, North of Pour Strip Jack #2 PSI: DATE: 7/16/18 1 STRESS BY: K & A Rebar VERIFIED BY: Adam Wood PAGE 4 OF 5 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) Restress (psi or 7% kips) TOTAL (in.) % (+/-) REMARKS M019A 4.5 5 4.19 5.00 4.82 5 11% M019B 4.5 4.875 4.19 4.88 4.82 4.875 8% M019C 4.5 4.875 4.19 4.88 4.82 4.875 8% M019D 4.5 4.5 4.19 4.50 4.82 4.5 0% M019E 4.5 5 4.19 5.00 4.82 5 11% M019F 4.5 4.75 4.19 4.75 4.82 4.75 6% M019G 4.5 4.875 4.19 4.88 4.82 4.875 8% M019H 4.5 4.875 4.19 4.88 4.82 4.875 8% M0191 4.5 47/8 4.19 4.88 4.82 4.875 8% M008A 13 14 0.125 12.09 14.13 13.91 14.125 9% M008B 13 13.875 12.09 13.88 13.91 13.875 7% M008C 13 13.375 12.09 13.38 13.91 13.375 3% M008D 13 13.5 12.09 13.50 13.91 13.5 4% M008E 13 13.5 12.09 13.50 13.91 13.5 4% M008F 13 13.875 12.09 13.88 13.91 13.875 7% M008G 13 14 12.09 14.00 13.91 14 8% M008H 13 14.25 12.09 14.25 13.91 14.25 10% M0081 13 14.125 12.09 14.13 13.91 14.125 9% M008J 13 14.25 12.09 14.25 13.91 14.25 10% M009A 3.5 3.5 3.26 3.50 3.75 3.5 0% M009B 3.5 3.875 3.26 3.88 3.75 3.875 11% M009C 3.5 3.875 3.26 3.88 3.75 3.875 11% M009D 3.5 3.625 3.26 3.63 3.75 3.625 4% M009E 3.5 3.5 3.26 3.50 3.75 3.5 0% M009F 3.5 3.375 3.26 3.38 3.75 3.375 -4% M009G 3.5 3.75 3.26 3.75 3.75 3.75 7% M032A 4.875 4.875 4.53 4.88 5.22 4.875 0% M032B 4.875 4.875 4.53 4.88 5.22 4.875 0% M032C 4.875 4.75 4.53 4.75 5.22 4.75 -3% M032D 4.875 5.125 4.53 5.13 5.22 5.125 5% M032E 4.875 4.875 4.53 4.88 5.22 4.875 0% M032F 4.875 4.875 4.53 4.88 5.22 4.875 0% M010 6.25 6.25 5.81 6.25 6.69 6.25 0% M019 was measured left to right, top to bottom. West side M008 & M009 were measured right to left, top to bottom. East side M008 & M0032 were measured left to right, top to bottom. SHEETTITLE: ELONGATION RECORDS Jack #1: MRE607 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR. Jack #1 PSI: 7000 LEVEL/POUR: Level 2, Pour 5, North of Pour Strip Jack #2 PSI: DATE: 7/16/18 1 STRESS BY: K & A Rebar VERIFIED BY: Adam Wood PAGE 5 OF 5 Distribution Page Report Number: 95181011.0358 Service Date: 07/16/18 Report Date: 07/20/18 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