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Home My WebLink AboutTerracon - 6/20/2018CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0310A Service Date: 06/20/18 Report Date: 07/02/18 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 June 20, 2018, a representative of Terracon was present at the above referenced project to obtain 1 set(s) of 5 concrete test cylinders cast on June 19, 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 95181011.0310. Services: Terracon Rep.: Ethan Key Reported To: 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: 95181011.0310A Service Date: 06/20/18 Report Date: 07/02/18 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: 95181011.0309A Service Date: 06/20/18 Report Date: 07/02/18 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 June 20, 2018, a representative of Terracon was present at the above referenced project to obtain 1 set(s) of 5 concrete test cylinders cast on June 19, 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 95181011.0309. Services: Terracon Rep.: Ethan Key Reported To: 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: 95181011.0309A Service Date: 06/20/18 Report Date: 07/02/18 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0314 Irerracon Service Date: 06/20/18 2501 E Loop 820 N Report Date: 07/02/18 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: R00 -9B Locations/Items Observed: Footing (Gridlines P12 -P13/18, 17.6 -18/P12 -P13) Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Ber Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: Discrepancies were addressed prior to concrete placement. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Ethan Key Reported To: David with Manhattan Contractor: 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. CT0001, 5-5-10, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0314 Service Date: 06/20/18 Report Date: 07/02/18 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: 95181011.0312 Service Date: 06/20/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 28 -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: 4,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1420 Plant: 123 Truck No.: 5106 Ticket No.: 12329812 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Result Specification 43/4 3 -5 0.8 0-3 90 89 148.8 Set Specimen Avg Diam. Area Date No. ID (in) (sq in) Received 1 A 4.00 12.57 06/21/18 1 B 4.00 12.57 06/21/18 1 C 4.00 12.57 06/21/18 1 D 4.00 12.57 06/21/18 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 06/20/18 Sample Time: Ethan Key Partly Cloudy 9/35 Batch Size (cy): Bucket & lift 20 Grid Line P12/18 Structural Beams Grid Line P12 -P 13/18, 17.6 -18/P12 -P13 1510 1 E 06/21/18 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.: Ethan Key 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 Age at Maximum Compressive Date Test Load Strength Fracture Tested Tested (days) (lbs) (psi) Type By 06/27/18 7 50,500 4,020 4 07/18/18 28 71,270 5,670 4 07/18/18 28 65,870 5,240 5 07/18/18 28 67,380 5,360 4 Average (28 days) 5,430 1 E 06/21/18 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.: Ethan Key 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: 95181011.0312 Service Date: 06/20/18 Report Date: 07/19/18 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: 95181011.0312 Service Date: 06/20/18 2501 E Loop 820 N Report Date: 06/29/18 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: 4,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1420 Plant: 123 Truck No.: 5106 Ticket No.: 12329812 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 43/4 3 -5 0.8 0-3 90 89 148.8 No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 20 Initial Cure: Outside 7 Comments: Samples Made By: Terracon Sample Date: 06/20/18 Sample Time: 1510 Sampled By: Ethan Key Weather Conditions: Partly Cloudy Accumulative Yards: 9/35 Batch Size (cy): 9 Placement Method: Bucket & lift Water Added Before (gal): 20 Water Added After (gal): 7 Sample Location: Grid Line P12/18 Placement Location: Structural Beams Grid Line 28 P12 -P 13/18, 17.6 -18/P12 -P13 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 06/21/18 06/27/18 7 50,500 12.57 06/21/18 07/18/18 28 12.57 06/21/18 07/18/18 28 12.57 06/21/18 07/18/18 28 06/21/18 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 4,020 4 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Ethan Key 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: 95181011.0312 Service Date: 06/20/18 Report Date: 06/29/18 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: 95181011.0311 Service Date: 06/20/18 2501 E Loop 820 N Report Date: 07/19/18 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 Age at Material Information Compressive Sample Information Area Specified Strength: 5,000 psi @ 28 days Sample Date: 06/20/18 Sample Time: 0801 Fracture Tested No. ID (in) (sq in) Sampled By: Ethan Key Mix ID: 9727 (lbs) (psi) Weather Conditions: Cloudy Supplier: Argos 06/21/18 06/27/18 Accumulative Yards: 6 Batch Size (cy): 6 Batch Time: 0708 Plant: 123 Placement Method: Bucket & lift Truck No.: 7037 Ticket No.: 12329764 Water Added Before (gal): 15 Field Test Data 12.57 06/21/18 Water Added After (gal): 28 84,330 6,710 4 Sample Location: Grid Line P6/18 Test Result Specification Placement Location: Grid Line P6 -P9/18 Slump (in): 5 5-7 Air Content (%): 2.7 3-6 1 E Concrete Temp. (F): 90 50-95 Hold Ambient Temp. (F): 76 Initial Cure: Outside Final Cure: Moist Room Plastic Unit Wt. (pcf): 149.2 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 06/21/18 06/27/18 7 72,430 5,760 2 1 B 4.00 12.57 06/21/18 07/18/18 28 87,180 6,940 3 1 C 4.00 12.57 06/21/18 07/18/18 28 84,330 6,710 4 1 D 4.00 12.57 06/21/18 07/18/18 28 84,080 6,690 2 Average (28 days) 6,780 1 E 06/21/18 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.: Ethan Key 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: 95181011.0311 Service Date: 06/20/18 Report Date: 07/19/18 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: 95181011.0311 Service Date: 06/20/18 2501 E Loop 820 N Report Date: 06/29/18 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: 0708 Truck No.: 7037 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Plant: 123 Ticket No.: 12329764 Result Specification 5 5-7 2.7 3-6 90 50-95 76 4.00 149.2 06/21/18 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 06/21/18 Initial Cure: Outside 7 Comments: 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 06/21/18 06/27/18 7 72,430 12.57 06/21/18 07/18/18 28 12.57 06/21/18 07/18/18 28 12.57 06/21/18 07/18/18 28 06/21/18 Hold Final Cure: Moist Room 06/20/18 Sample Time: 0801 Ethan Key Cloudy 6 Batch Size (cy): 6 Bucket & lift 15 Grid Line P6/18 Grid Line P6 -P9/18 Compressive Strength Fracture Tested (psi) Type By 5,760 2 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.: Ethan Key Reported To: David with Manhattan Contractor: 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: 95181011.0311 Service Date: 06/20/18 Report Date: 06/29/18 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