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Home My WebLink AboutTerracon - 7/07/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/10/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 0530 Truck No.: n/a Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: n/a Result Specification 5 * 6-9 3.9 3-6 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 82 Plastic Unit Wt. (pcf): 146.5 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 0600 Norman Noel Partly cloudy 10/400 Batch Size (cy): 9 Pump 0 30 Gridline P4@17.8 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 1 A 4.00 12.57 07/09/18 07/10/18 3 49,810 3,960 3 1 B 4.00 12.57 07/09/18 07/14/18 7 1 C 4.00 12.57 07/09/18 08/04/18 28 1 D 4.00 12.57 07/09/18 08/04/18 28 1 E 4.00 12.57 07/09/18 08/04/18 28 1 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Initial slump was 1.5 inches. David with Manhattan was notified and 30 gallons of water was added. Concrete ticket not legible. 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.: Norman Noel Reported To: Dann w/ 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 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/10/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 0753 Truck No.: 1739 Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: 123303484 Result Specification 9 6-9 8.9 * 3-6 Concrete Temp. (F): 91 50-95 Ambient Temp. (F): 80 Plastic Unit Wt. (pcf): 141.3 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 0830 Norman Noel Sunny 120/400 Batch Size (cy): 9 Pump 0 0 Gridlines P3@17.3 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 2 A 4.00 12.57 07/09/18 07/10/18 3 34,650 2,760 4 2 B 4.00 12.57 07/09/18 07/14/18 7 2 C 4.00 12.57 07/09/18 08/04/18 28 2 D 4.00 12.57 07/09/18 08/04/18 28 2 E 4.00 12.57 07/09/18 08/04/18 28 2 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 3 -Day compressive strength at 55% of design 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.: Norman Noel Reported To: Dann w/ 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 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/10/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 1016 Truck No.: 4071 Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: 12330361 Result Specification 9 6-9 9.9 * 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 87 Plastic Unit Wt. (pcf): 139.0 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 1100 Norman Noel Sunny 243/400 Batch Size (cy): 9 Pump 0 0 Gridline P4.8@16.7 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 3 A 4.00 12.57 07/09/18 07/10/18 3 38,010 3,020 5 3 B 4.00 12.57 07/09/18 07/14/18 7 3 C 4.00 12.57 07/09/18 08/04/18 28 3 D 4.00 12.57 07/09/18 08/04/18 28 3 E 4.00 12.57 07/09/18 08/04/18 28 3 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 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.: Norman Noel Reported To: Dann w/ 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 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/10/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 1250 Truck No.: 1739 Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: 12330375 Result Specification 9 6-9 8.5 * 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 95 Plastic Unit Wt. (pcf): 141.8 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 1309 Norman Noel Sunny 342/400 Batch Size (cy): 9 Pump 0 0 Gridline P3@15.7 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 4 A 4.00 12.57 07/09/18 07/10/18 3 52,320 4,160 4 4 B 4.00 12.57 07/09/18 07/14/18 7 4 C 4.00 12.57 07/09/18 08/04/18 28 4 D 4.00 12.57 07/09/18 08/04/18 28 4 E 4.00 12.57 07/09/18 08/04/18 28 4 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 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.: Norman Noel Reported To: Dann w/ 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 4 of 4 Distribution Page Report Number: 95181011.0342 Service Date: 07/07/18 Report Date: 07/10/18 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 DEVIATION LOG Report Date: 7/10/2018 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 2 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: 7/10/2018 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 2 05/30/18 Closed 05/30/18 Closed 05/30/18 Closed 05/31/18 Closed 05/31/18 Closed Open Open Open 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 D000021 0342 Concrete Compressive 07/07/18 Slump does not comply, Set 1 Open Strength Test Comments: Pending 28 compressive strength results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0341 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 08/09/18 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 Sample Date: 07/07/18 Sample Time: 1135 Sampled By: Norman Noel Mix ID: 9727 Weather Conditions: Sunny Supplier: Argos Accumulative Yards: 10/20 Batch Size (cy): 10 Batch Time: 1110 Plant: Placement Method: Bucket & lift Truck No.: 5120 Ticket No.: 12330366 Water Added Before (gal): 10 Water Added After (gal): 0 Field Test Data Sample Location: Pier: P/13, 15, 15.3 Test Result Specification Placement Location: Pier: P/13, 15, 15.3, 15.7, 16. Slump (in): 6 5-7 Air Content (%): 3.9 3-6 Concrete Temp. (F): 93 50-95 Ambient Temp. (F): 88 Plastic Unit Wt. (pcf): 147.8 Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 07/09/18 07/14/18 7 55,940 4,450 2 1 B 4.00 12.57 07/09/18 08/04/18 28 67,490 5,370 4 1 C 4.00 12.57 07/09/18 08/04/18 28 70,900 5,640 3 1 D 4.00 12.57 07/09/18 08/04/18 28 65,940 5,250 4 Average (28 days) 5,420 1 E 07/09/18 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.: Norman Noel Reported To: Dann w/ 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: 95181011.0341 Service Date: 07/07/18 Report Date: 08/09/18 Revision 1 - 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: 95181011.0341 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/19/18 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: 1110 Plant: Truck No.: 5120 Ticket No.: 12330366 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 6 5-7 3.9 3-6 93 88 147.8 No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 07/09/18 Initial Cure: Outside 7 Comments: Samples Made By: Terracon Services: 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 07/09/18 07/14/18 7 55,940 12.57 07/09/18 08/04/18 28 12.57 07/09/18 08/04/18 28 12.57 07/09/18 08/04/18 28 07/09/18 Hold Final Cure: Moist Room Terracon Rep.: Norman Noel Reported To: Dann w/ Manhattan Contractor: Report Distribution: See attached distribution list. 07/07/18 Sample Time: 1135 Norman Noel Sunny 10/20 Batch Size (cy): 10 Bucket & lift 10 0 Pier: P/13, 15, 15.3 Pier: P/13, 15, 15.3, 15.7, 16. Compressive Strength Fracture Tested (psi) Type By 4,450 2 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: 95181011.0341 Service Date: 07/07/18 Report Date: 07/19/18 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: 95181011.0340A Service Date: 07/07/18 Report Date: 07/09/18 Irerracon 2501 E Loop 820 N 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 On 7/07/2018, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test cylinders cast on 7/06/2018. The samples were taken back to the Terracon laboratory where they were cured under general accordance with ASTM C31 and will be reported under separate cover 95181011.0340. Services: Terracon Rep.: Norman Noel Reported To: Dann w/ Manhattan Contractor: Report Distribution: See attached distribution list. Reviewed By: �Mn, Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cT0001, 9-28-10, Rev.8 Page 1 of 1 Distribution Page Report Number: 95181011.0340A Service Date: 07/07/18 Report Date: 07/09/18 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: 95181011.0339A Service Date: 07/07/18 Report Date: 07/09/18 Irerracon 2501 E Loop 820 N 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 On 7/07/2018, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test cylinders cast on 7/06/2018. The samples were taken back to the Terracon laboratory where they were cured under general accordance with ASTM C31 and will be reported under separate cover 95181011.0339. Services: Terracon Rep.: Norman Noel Reported To: Dann w/ Manhattan Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �Mn, Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cT0001, 9-28-10, Rev.8 Page 1 of 1 Distribution Page Report Number: 95181011.0339A Service Date: 07/07/18 Report Date: 07/09/18 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: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 08/09/18 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 Mix ID: 9041 Supplier: Argos Age at Maximum Batch Time: 0530 Plant: 123 Truck No.: n/a Ticket No.: n/a Field Test Data Load Strength Test Result Specification Slump (in): 5 * 6-9 Air Content (%): 3.9 3-6 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 82 49,810 Plastic Unit Wt. (pcf): 146.5 1 B 4.00 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Sample Date: 07/07/18 Sample Time: 0600 Sampled By: Norman Noel Weather Conditions: Partly cloudy Accumulative Yards: 10/400 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 30 Sample Location: Gridline P4@17.8 Placement Location: Second Tier Parking Garage from Gridlines P1 -P5@15-18 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 07/09/18 07/10/18 3 49,810 3,960 3 1 B 4.00 12.57 07/09/18 07/14/18 7 59,220 4,710 2 1 C 4.00 12.57 07/09/18 08/04/18 28 73,010 5,810 5 1 D 4.00 12.57 07/09/18 08/04/18 28 71,180 5,660 3 1 E 4.00 12.57 07/09/18 08/04/18 28 71,710 5,710 4 Average (28 days) 5,730 1 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Initial slump was 1.5 inches. David with Manhattan was notified and 30 gallons of water was added. Concrete ticket not legible. 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.: Norman Noel Reported To: Dann w/ 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 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 08/09/18 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 Mix ID: 9041 Supplier: Argos Batch Time: 0753 Plant: 123 Truck No.: 1739 Ticket No.: 123303484 Field Test Data Test Result Specification Slump (in): 9 6-9 Air Content (%): 8.9 * 3-6 Concrete Temp. (F): 91 50-95 Ambient Temp. (F): 80 Plastic Unit Wt. (pcf): 141.3 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Sample Date: 07/07/18 Sample Time: 0830 Sampled By: Norman Noel Weather Conditions: Sunny Accumulative Yards: 120/400 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridlines P3@17.3 Placement Location: Second Tier Parking Garage from Received Gridlines P1 -P5@15-18 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 07/09/18 07/10/18 3 34,650 2,760 4 2 B 4.00 12.57 07/09/18 07/14/18 7 42,110 3,350 2 2 C 4.00 12.57 07/09/18 08/04/18 28 53,950 4,290 5 2 D 4.00 12.57 07/09/18 08/04/18 28 52,310 4,160 4 2 E 4.00 12.57 07/09/18 08/04/18 28 50,530 4,020 4 Average (28 days) 4,160 2 F 4.00 12.57 07/09/18 09/01/18 56 Initial Cure: Outside Final Cure: Moist Room Comments: * Average compressive strength of 28 day cylinders does not comply with the specified strength. David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 3 -Day compressive strength at 55% of design 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.: Norman Noel Reported To: Dann w/ 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 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 08/09/18 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 Mix ID: 9041 Supplier: Argos Batch Time: 1016 Plant: 123 Truck No.: 4071 Ticket No.: 12330361 Field Test Data Test Result Specification Slump (in): 9 6-9 Air Content (%): 9.9 * 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 87 Plastic Unit Wt. (pcf): 139.0 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Sample Date: 07/07/18 Sample Time: 1100 Sampled By: Norman Noel Weather Conditions: Sunny Accumulative Yards: 243/400 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridline P4.8@16.7 Placement Location: Second Tier Parking Garage from ID (in) Gridlines P1 -P5@15-18 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 A 4.00 12.57 07/09/18 07/10/18 3 38,010 3,020 5 3 B 4.00 12.57 07/09/18 07/14/18 7 39,620 3,150 2 3 C 4.00 12.57 07/09/18 08/04/18 28 48,200 3,840 3 3 D 4.00 12.57 07/09/18 08/04/18 28 47,400 3,770 5 3 E 4.00 12.57 07/09/18 08/04/18 28 49,740 3,960 4 Average (28 days) 3,860 3 F 4.00 12.57 07/09/18 09/01/18 56 Initial Cure: Outside Final Cure: Moist Room Comments: * Average compressive strength of 28 day cylinders does not comply with the specified strength. David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 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.: Norman Noel Reported To: Dann w/ 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 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 08/09/18 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 Mix ID: 9041 Supplier: Argos Batch Time: 1250 Plant: 123 Truck No.: 1739 Ticket No.: 12330375 Field Test Data Test Result Specification Slump (in): 9 6-9 Air Content (%): 8.5 * 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 95 Plastic Unit Wt. (pcf): 141.8 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Sample Date: 07/07/18 Sample Time: 1309 Sampled By: Norman Noel Weather Conditions: Sunny Accumulative Yards: 342/400 Batch Size (cy): 9 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridline P3@15.7 Placement Location: Second Tier Parking Garage from Received Tested Gridlines P1 -P5@15-18 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 4 A 4.00 12.57 07/09/18 07/10/18 3 52,320 4,160 4 4 B 4.00 12.57 07/09/18 07/14/18 7 57,870 4,610 4 4 C 4.00 12.57 07/09/18 08/04/18 28 68,640 5,460 5 4 D 4.00 12.57 07/09/18 08/04/18 28 64,410 5,130 3 4 E 4.00 12.57 07/09/18 08/04/18 28 66,880 5,320 4 Average (28 days) 5,300 4 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 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.: Norman Noel Reported To: Dann w/ 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 4 of 4 Distribution Page Report Number: 95181011.0342 Service Date: 07/07/18 Report Date: 08/09/18 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: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 0530 Truck No.: n/a Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: n/a Result Specification 5 * 6-9 3.9 3-6 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 82 Plastic Unit Wt. (pcf): 146.5 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 0600 Norman Noel Partly cloudy 10/400 Batch Size (cy): 9 Pump 0 30 Gridline P4@17.8 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 1 A 4.00 12.57 07/09/18 07/10/18 3 49,810 3,960 3 1 B 4.00 12.57 07/09/18 07/14/18 7 59,220 4,710 2 1 C 4.00 12.57 07/09/18 08/04/18 28 1 D 4.00 12.57 07/09/18 08/04/18 28 1 E 4.00 12.57 07/09/18 08/04/18 28 1 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Initial slump was 1.5 inches. David with Manhattan was notified and 30 gallons of water was added. Concrete ticket not legible. 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.: Norman Noel Reported To: Dann w/ 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 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 0753 Truck No.: 1739 Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: 123303484 Result Specification 9 6-9 8.9 * 3-6 Concrete Temp. (F): 91 50-95 Ambient Temp. (F): 80 Plastic Unit Wt. (pcf): 141.3 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 0830 Norman Noel Sunny 120/400 Batch Size (cy): 9 Pump 0 0 Gridlines P3@17.3 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 2 A 4.00 12.57 07/09/18 07/10/18 3 34,650 2,760 4 2 B 4.00 12.57 07/09/18 07/14/18 7 42,110 3,350 2 2 C 4.00 12.57 07/09/18 08/04/18 28 2 D 4.00 12.57 07/09/18 08/04/18 28 2 E 4.00 12.57 07/09/18 08/04/18 28 2 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 3 -Day compressive strength at 55% of design 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.: Norman Noel Reported To: Dann w/ 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 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 1016 Truck No.: 4071 Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: 12330361 Result Specification 9 6-9 9.9 * 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 87 Plastic Unit Wt. (pcf): 139.0 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 1100 Norman Noel Sunny 243/400 Batch Size (cy): 9 Pump 0 0 Gridline P4.8@16.7 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 3 A 4.00 12.57 07/09/18 07/10/18 3 38,010 3,020 5 3 B 4.00 12.57 07/09/18 07/14/18 7 39,620 3,150 2 3 C 4.00 12.57 07/09/18 08/04/18 28 3 D 4.00 12.57 07/09/18 08/04/18 28 3 E 4.00 12.57 07/09/18 08/04/18 28 3 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 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.: Norman Noel Reported To: Dann w/ 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 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0342 Service Date: 07/07/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ Mix ID: 9041 Supplier: Argos Batch Time: 1250 Truck No.: 1739 Field Test Data Test Slump (in): Air Content (%): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 123 Ticket No.: 12330375 Result Specification 9 6-9 8.5 * 3-6 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 95 Plastic Unit Wt. (pcf): 141.8 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date Date No. ID (in) (sq in) Received Tested Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 07/07/18 Sample Time: 1309 Norman Noel Sunny 342/400 Batch Size (cy): 9 Pump 0 0 Gridline P3@15.7 Second Tier Parking Garage from Gridlines P1 -P5@15-18 Compressive Strength Fracture Tested (psi) Type By 4 A 4.00 12.57 07/09/18 07/10/18 3 52,320 4,160 4 4 B 4.00 12.57 07/09/18 07/14/18 7 57,870 4,610 4 4 C 4.00 12.57 07/09/18 08/04/18 28 4 D 4.00 12.57 07/09/18 08/04/18 28 4 E 4.00 12.57 07/09/18 08/04/18 28 4 F 07/09/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: David Saiter with Manhattan and QC for Argos were notified of high air content prior to placement. 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.: Norman Noel Reported To: Dann w/ 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 4 of 4 Distribution Page Report Number: 95181011.0342 Service Date: 07/07/18 Report Date: 07/19/18 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