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Home My WebLink AboutTerracon - 7/13/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0356 Service Date: 07/13/18 2501 E Loop 820 N Report Date: 07/23/18 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: 1600 Plant: 123 Truck No.: 5112 Ticket No.: 12330636 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 5-7 3.0 3-6 93 50-95 90 Bucket & lift 149.2 0 Sample Date: 07/13/18 Sample Time: 1700 Sampled By: Kristopher McGarry Weather Conditions: Clear, low wind Accumulative Yards: 8/24 Batch Size (cy): 0.5 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Parking Garage 2nd level column at 07/16/18 gridline P.2/16 Placement Location: Parking Garage 2nd level columns at 4.00 P.2/16, P.3/16, P.4/16 and wall at 07/20/18 P.11 from 16 - 16.4 and 2nd level 1 wall on line 16 from P.11 - P.12 Laboratory Test Data Age at Set Specimen Avg Diam. Area Date Date Test No. ID (in) (sq in) Received Tested (days) 1 A 4.00 12.57 07/16/18 3 1 B 4.00 12.57 07/20/18 7 1 C 4.00 12.57 08/10/18 28 1 D 4.00 12.57 08/10/18 28 1 E 4.00 12.57 08/10/18 28 Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: Terracon Rep.: Kristopher McGarry Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Maximum Compressive Load Strength (lbs) (psi) 50,300 4,000 59,750 4,750 Fracture Tested Type By 4 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: 95181011.0356 Service Date: 07/13/18 Report Date: 07/23/18 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: 95181011.0356 Service Date: 07/13/18 2501 E Loop 820 N Report Date: 07/14/18 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: 1600 Plant: 123 Truck No.: 5112 Ticket No.: 12330636 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 5-7 3.0 3-6 93 50-95 90 Bucket & lift 149.2 0 Sample Date: 07/13/18 Sample Time: 1700 Sampled By: Kristopher McGarry Weather Conditions: Clear, low wind Accumulative Yards: 8/24 Batch Size (cy): 0.5 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Parking Garage 2nd level column at 07/16/18 gridline P.2/16 Placement Location: Parking Garage 2nd level columns at 4.00 P.2/16, P.3/16, P.4/16 and wall at 07/20/18 P.11 from 16 - 16.4 and 2nd level 1 wall on line 16 from P.11 - P.12 Laboratory Test Data Age at Set Specimen Avg Diam. Area Date Date Test No. ID (in) (sq in) Received Tested (days) 1 A 4.00 12.57 07/16/18 3 1 B 4.00 12.57 07/20/18 7 1 C 4.00 12.57 08/10/18 28 1 D 4.00 12.57 08/10/18 28 1 E 4.00 12.57 08/10/18 28 Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: Terracon Rep.: Kristopher McGarry Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Maximum Compressive Load Strength (lbs) (psi) 50,300 4,000 Fracture Tested Type By 4 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: 95181011.0356 Service Date: 07/13/18 Report Date: 07/14/18 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: 95181011.0355 Service Date: 07/13/18 2501 E Loop 820 N Report Date: 07/23/18 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: 9041 Supplier: ARGOS Batch Time: 1100 Plant: 123 Truck No.: 9020 Ticket No.: 12330623 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 8 6-9 6.0 3-6 94 50-104 91 4.00 149.2 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: Samples Made By: Terracon Sample Date: 07/13/18 Sample Time: 1200 Sampled By: Kristopher McGarry Weather Conditions: Clear, low wind Accumulative Yards: 9/25 Batch Size (cy): 0.5 Placement Method: Chute Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Parking Garage wall 2nd level at P.1/15 Placement Location: Parking Garage walls 2nd level tier on 28 lin P.1 from 15-18 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/20/18 7 56,130 12.57 08/10/18 28 12.57 08/10/18 28 12.57 08/10/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 4,470 4 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Kristopher McGarry 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: 95181011.0355 Service Date: 07/13/18 Report Date: 07/23/18 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: 95181011.0355 Service Date: 07/13/18 2501 E Loop 820 N Report Date: 07/14/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 9041 Supplier: ARGOS Batch Time: 1100 Plant: 123 Truck No.: 9020 Ticket No.: 12330623 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 8 6-9 6.0 3-6 94 50-104 91 4.00 149.2 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: 07/13/18 Sample Time: 1200 Sampled By: Kristopher McGarry Weather Conditions: Clear, low wind Accumulative Yards: 9/25 Batch Size (cy): 0.5 Placement Method: Chute Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Parking Garage wall 2nd level at P.1/15 Placement Location: Parking Garage walls 2nd level tier on lin P.1 from 15-18 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/20/18 7 12.57 08/10/18 28 12.57 08/10/18 28 12.57 08/10/18 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.: Kristopher McGarry 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 1 of 1 Distribution Page Report Number: 95181011.0355 Service Date: 07/13/18 Report Date: 07/14/18 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: 95181011.0353A Service Date: 07/13/18 Report Date: 07/13/18 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 07/13/18, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test cylinders cast on 07/12/18. 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 95181011.353 Services: Terracon Rep.: Kristopher McGarry Reported To: N/A 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: 95181011.0353A Service Date: 07/13/18 Report Date: 07/13/18 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: 95181011.0351B Service Date: 07/13/18 Report Date: 07/19/18 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 07/13/18, a representative of Terracon was present at the above referenced project to obtain 1 set of 6 concrete test cylinders cast on 07/12/18. 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 95181011.0351 Services: Terracon Rep.: Kristopher McGarry Reported To: David with 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: 95181011.0351 B Service Date: 07/13/18 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