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Home My WebLink AboutTerracon - 5/30/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0272 Service Date: 05/30/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,500 psi @ 28 days Sample Date: 05/30/18 Sample Time: 1000 Sampled By: Norman Noel Mix ID: 9727 Weather Conditions: Sunny Supplier: Argos Accumulative Yards: 10/20 Batch Size (cy): 10 Batch Time: 0942 Plant: 123 Placement Method: Bucket & lift Truck No.: 5104 Ticket No.: 12328957 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Pier: 18/P1,P4 17/P8,P9. Test Result Specification Placement Location: Pier: 18/P1,P4 17/P8,P9. Wall: Slump (in): 6 5-7 17/P4 -P7. Air Content (%): 3.9 3-6 Concrete Temp. (F): 73 50-95 Ambient Temp. (F): 85 Plastic Unit Wt. (pcf): 146.0 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 05/31/18 06/06/18 7 56,610 4,500 4 1 B 4.00 12.57 05/31/18 06/27/18 28 75,360 6,000 2 1 C 4.00 12.57 05/31/18 06/27/18 28 69,850 5,560 4 1 D 4.00 12.57 05/31/18 06/27/18 28 73,840 5,880 4 Average (28 days) 5,810 1 E 05/31/18 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: 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: 95181011.0272 Service Date: 05/30/18 Report Date: 07/02/18 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: 95181011.0272 Service Date: 05/30/18 2501 E Loop 820 N Report Date: 06/07/18 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: 0942 Plant: 123 Truck No.: 5104 Ticket No.: 12328957 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 3.9 3-6 73 50-95 85 4.00 146.0 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: 05/30/18 Sample Time: 1000 Sampled By: Norman Noel Weather Conditions: Sunny Accumulative Yards: 10/20 Batch Size (cy): 10 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Pier: 18/P1,P4 17/P8,P9. Placement Location: Pier: 18/P1,P4 17/P8,P9. Wall: 28 17/P4 -P7. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/31/18 06/06/18 7 56,610 12.57 05/31/18 06/27/18 28 12.57 05/31/18 06/27/18 28 12.57 05/31/18 06/27/18 28 05/31/18 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 4,500 4 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: 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: 95181011.0272 Service Date: 05/30/18 Report Date: 06/07/18 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: 95181011.0272 Service Date: 05/30/18 2501 E Loop 820 N Report Date: 05/31/18 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: 0942 Plant: 123 Truck No.: 5104 Ticket No.: 12328957 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 73 85 146.0 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: 05/30/18 Sample Time: 1000 Sampled By: Norman Noel Weather Conditions: Sunny Accumulative Yards: 10/20 Batch Size (cy): 10 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Pier: 18/P1,P4 17/P8,P9. Placement Location: Pier: 18/P1,P4 17/P8,P9. Wall: 06/27/18 17/P4 -P7. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/31/18 06/06/18 7 12.57 05/31/18 06/27/18 28 12.57 05/31/18 06/27/18 28 12.57 05/31/18 06/27/18 28 05/31/18 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Norman Noel 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: 95181011.0272 Service Date: 05/30/18 Report Date: 05/31/18 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 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0271 Service Date: 05/30/18 2501 E Loop 820 N Report Date: 06/05/18 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 Lab Test Data Project Requirements Optimum Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) 1 95181011.0253 Crushed Concrete ASTM D698 11.7 119.9 Dptimum + 98%+ 2 95181011.0004 Yellowish Brown Clayey Sand ASTM D698 18.4 106.2 Min/+3 Min/93 Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pct) (%) Pl-P4/15-16 1 P2/15.3 FG 1 6 133.2 17.4 15.0 115.8 97 2 P2/15.7 FG 1 6 131.8 17.4 15.2 114.4 95 3 P3/15.3 FG 1 6 133.3 17.3 14.9 116.0 97 Wall/Backfill 4 P3/15.8 3 2 6 121.7 22.7 22.9 99.0 93 5 P3.8/15.8 2 2 6 122.6 22.6 22.6 100.0 94 Datum: Std. Cut. M:668 Std. Cut. D: 2021 S/N: 32312 Make: Troxler Model: 3440 Last Cal. Date: 02/16/2018 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Daniel Moreno Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: __Lto Tul Senior Project Manager Test Methods: ASTM D6938 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. cRoo07, 11-16-12, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0271 Service Date: 05/30/18 Report Date: 06/05/18 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