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Home My WebLink AboutTerracon - 7/03/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0335 Service Date: 07/03/18 2501 E Loop 820 N Report Date: 08/01/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 07/03/18 Sample Time: 1410 Sampled By: Taylor Henson Mix ID: 1792 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 10/40 Batch Size (cy): 10 Batch Time: 1328 Plant: 123 Placement Method: Bucket & lift Truck No.: 5114 Ticket No.: 12330264 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Grade Beam at P13/15.25. Refer to Test Result Specification PKS-100, see attached Slump (in): 5 3-5 Placement Location: Grade Beam at P12 -P14/15.25-16.5 Air Content (%): 0.7 0-3 Concrete Temp. (F): 94 50-95 Ambient Temp. (F): 97 Plastic Unit Wt. (pcf): 150.6 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 1 A 4.00 12.57 07/05/18 07/10/18 7 49,880 3,970 2 1 B 4.00 12.57 07/05/18 07/31/18 28 67,440 5,370 4 1 C 4.00 12.57 07/05/18 07/31/18 28 67,210 5,350 3 1 D 4.00 12.57 07/05/18 07/31/18 28 63,040 5,020 5 Average (28 days) 5,240 1 E 07/05/18 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.: Taylor Henson 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0335 Service Date: 07/03/18 2501 E Loop 820 N Report Date: 08/01/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Taylor Henson Reported To: David with Manhattan 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. se0001, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: 95181011.0335 Service Date: 07/03/18 Report Date: 08/01/18 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: 95181011.0335 Service Date: 07/03/18 2501 E Loop 820 N Report Date: 07/10/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1328 Plant: 123 Truck No.: 5114 Ticket No.: 12330264 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 3-5 0.7 0-3 94 50-95 97 4.00 150.6 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: 07/03/18 Sample Time: 1410 Sampled By: Taylor Henson Weather Conditions: Clear Accumulative Yards: 10/40 Batch Size (cy): 10 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Grade Beam at P13/15.25. Refer to 07/05/18 PKS-100, see attached Placement Location: Grade Beam at P12 -P14/15.25-16.5 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/05/18 07/10/18 7 49,880 12.57 07/05/18 07/31/18 28 12.57 07/05/18 07/31/18 28 12.57 07/05/18 07/31/18 28 07/05/18 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 3,970 2 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Taylor Henson 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 95181011.0335 Irerracon Service Date: 07/03/18 2501 E Loop 820 N Report Date: 07/10/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Taylor Henson Reported To: David with Manhattan 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 Distribution Page Report Number: 95181011.0335 Service Date: 07/03/18 Report Date: 07/10/18 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: 95181011.0335 Service Date: 07/03/18 2501 E Loop 820 N Report Date: 07/05/18 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 Sample Information Specified Strength: 4,500 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1328 Plant: 123 Truck No.: 5114 Ticket No.: 12330264 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 3-5 0.7 0-3 94 50-95 97 4.00 150.6 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: 07/03/18 Sample Time: 1410 Sampled By: Taylor Henson Weather Conditions: Clear Accumulative Yards: 10/40 Batch Size (cy): 10 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Grade Beam at P13/15.25. Refer to 12.57 PKS-100, see attached Placement Location: Grade Beam at P12 -P14/15.25-16.5. 12.57 Refer to PKS-100, see attached Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/05/18 07/10/18 7 12.57 07/05/18 07/31/18 28 12.57 07/05/18 07/31/18 28 12.57 07/05/18 07/31/18 28 07/05/18 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.: Taylor Henson 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0335 Service Date: 07/03/18 2501 E Loop 820 N Report Date: 07/05/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Taylor Henson Reported To: David with Manhattan Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: John, Tupa 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 Distribution Page Report Number: 95181011.0335 Service Date: 07/03/18 Report Date: 07/05/18 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 POST -TENSION OBSERVATIONS REPORT Report Number: 95181011.0334 Irerracon Service Date: 07/03/18 2501 E Loop 820 N Report Date: 07/09/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 PROJECT DATA Drawings Utilized: PT01, PT02, PT03, PT04, PT05, PT06, PT06, PT07, PT08 Locations/Items Observed: Level 2 Pour 4 Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Length and Shape �( Column Tie Spacing & Type Bar and Cable Size X Proper Placement X Stirrup Spacing & Type Bar and Cable Grade X Properly Tied X Cables Properly Wrapped Rebar and Cables Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Supports X Lapped Splices Number of Bars and Cables X Proper Cover/Clearance X Proper Drape of Cables X Discrepancies/Comments: The total area was not finished at the time of the observation. Several issues on the "finished" portions were noted and the contractor began fixing them during the observation. The area will need to be rescheduled for a final observation when work has been completed. Services: Terracon Rep.: Adam Wood Reported To: Dann w/ Manhattan Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �njupa Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940004, 07-01-12, Rev.0 Page 1 of 1 Distribution Page Report Number: 95181011.0334 Service Date: 07/03/18 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