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Home My WebLink AboutTerracon - 7/12/2018CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0350A Service Date: 07/12/18 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 7, 12, 2018, a representative of Terracon was present at the above referenced project to obtain 1 set(s) of 5 concrete test cylinders cast on 7, 11, 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 95181011.0350 Services: Terracon Rep.: Joshua Hernandez 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: 95181011.0350A Service Date: 07/12/18 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 COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0353 Service Date: 07/12/18 2501 E Loop 820 N Report Date: 07/23/18 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: 1500 Plant: Truck No.: 4027 Ticket No.: 12330577 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 4.2 3-6 92 90 148.8 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 Sample Date: 07/12/18 Sample Time: 1526 Sampled By: Joshua Hernandez Weather Conditions: clear Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: B.3/7 Placement Location: First floor wall on the NE corner - 28 B/C 7 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/19/18 7 69,530 12.57 08/09/18 28 12.57 08/09/18 28 12.57 08/09/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 5,530 4 Comments: Concrete was schedule for 13:30. After getting to the job site. David w/ Manhatten came & told me concrete was pushed bacl to 15:00 Samples Made By: Terracon Services: Terracon Rep.: Joshua Hernandez 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: 95181011.0353 Service Date: 07/12/18 Report Date: 07/23/18 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: 95181011.0352 Irerracon Service Date: 07/12/18 2501 E Loop 820 N Report Date: 07/23/18 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: PTO 1, PT02, PT03, PT04, PT05, PT06, PT07, PTO8, R02 -1G, R02 -1R, R02 -1Q, R02 -1K, R02 -1H Locations/Items Observed: Pour 5 section North of pour strip Test Method: Visual Observation 10:4201 A 9101 Z111111:144 ZIMIN 1161101 ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Length and Shape X Column Tie Spacing & Type Bar and Cable Size X Proper Placement X Stirrup Spacing & Type X Bar and Cable Grade X Properly Tied X Cables Properly Wrapped X Rebar and Cables Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Supports X Lapped Splices X Number of Bars and Cables X Proper Cover/Clearance X Proper Drape of Cables X Discrepancies/Comments: (Fixed): Cable U108 and U039 switched at the live end : Tendons missing in beam on 15 Line and Tendons U054B and U054C have been placed into the beam past the stairs. Calc. Elongations will also not match due to the issue. (Fixed): Extra "short" tendon added between U043 and U044 at the same starting grid line as U109 (Fixed): T043 live end was not properly attached to the forms. (Fixed): P7/16 Cables were covered in dried concrete from previous pour. T022A and T022B were cut and two new strands were continued. T023A and T023B were not stressed prior to next area being poured. Clearance issues on Girder along 18 Line Services: Terracon Rep.: Adam Wood Reported To: David with 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: 95181011.0352 Service Date: 07/12/18 Report Date: 07/23/18 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: 95181011.0351 Service Date: 07/12/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 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: 0810 Plant: Truck No.: 4048 Ticket No.: 11029026 Field Test Data Test Result Specification Slump (in): 8 5-9 Air Content (%): 5.7 3-6 Concrete Temp. (F): 91 Ambient Temp. (F): 81 Plastic Unit Wt. (pcf): 149.3 Yield (Cu. Yds.): Sample Date: 07/12/18 Sample Time: 0914 Sampled By: Joshua Hernandez Weather Conditions: clear Accumulative Yards: 36 Batch Size (cy): 9 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: P5.1/15.7 Placement Location: Paving for the garage on level 2 1 P7.3/P5.1 17/18, P4.1/P7.3 15.19/16 4.00 , P6 -P7 15/15.19 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 07/16/18 4 61,670 4,910 4 1 B 4.00 12.57 07/19/18 7 62,740 4,990 3 1 C 4.00 12.57 08/09/18 28 1 D 4.00 12.57 08/09/18 28 1 E 4.00 12.57 08/09/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: Terracon Rep.: Joshua Hernandez 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: 95181011.0351 Service Date: 07/12/18 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0351A Service Date: 07/12/18 2501 E Loop 820 N Report Date: 07/19/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 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: Truck No.: 7006 Ticket No.: 12330557 Field Test Data Test Result Specification Slump (in): 8 7.50 +/- 1.50 Air Content (%): 3.0 4.50 +/- 1.50 Concrete Temp. (F): 90 50-104 Ambient Temp. (F): 88 Sample Location: Plastic Unit Wt. (pcf): 154.0 P/T Second Level Slab on deck Yield (Cu. Yds.): Sample Date: 07/12/18 Sample Time: 1130 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 131 Batch Size (cy): 5 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridline P5.2/15.3 Placement Location: P/T Second Level Slab on deck 1 P4 -P7/17-18 and P4 -P7/15-16 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 07/16/18 4 52,740 4,200 5 1 B 4.00 12.57 07/19/18 7 59,610 4,740 2 1 C 4.00 12.57 08/09/18 28 1 D 4.00 12.57 08/09/18 28 1 E 4.00 12.57 08/09/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Jeremy Washington 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: 95181011.0351A Service Date: 07/12/18 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0351A Service Date: 07/12/18 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: 9041 Supplier: Argos Batch Time: 1100 Plant: Truck No.: 7006 Ticket No.: 12330557 Field Test Data Test Result Specification Slump (in): 8 7.50 +/- 1.50 Air Content (%): 3.0 4.50 +/- 1.50 Concrete Temp. (F): 90 50-104 Ambient Temp. (F): 88 Sample Location: Plastic Unit Wt. (pcf): 154.0 P/T Second Level Slab on deck Yield (Cu. Yds.): Sample Date: 07/12/18 Sample Time: 1130 Sampled By: Jeremy Washington Weather Conditions: clear Accumulative Yards: 131 Batch Size (cy): 5 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridline P5.2/15.3 Placement Location: P/T Second Level Slab on deck 07/16/18 P4 -P7/17-18 and P4 -P7/15-16 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 07/16/18 4 52,740 4,200 5 1 B 4.00 12.57 07/19/18 7 1 C 4.00 12.57 08/09/18 28 1 D 4.00 12.57 08/09/18 28 1 E 4.00 12.57 08/09/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Jeremy Washington 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: 95181011.0351A Service Date: 07/12/18 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 COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0351 Service Date: 07/12/18 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: 9041 Supplier: Argos Batch Time: 0810 Plant: Truck No.: 4048 Ticket No.: 11029026 Field Test Data Test Result Specification Slump (in): 8 5-9 Air Content (%): 5.7 3-6 Concrete Temp. (F): 91 Ambient Temp. (F): 81 Plastic Unit Wt. (pcf): 149.3 Yield (Cu. Yds.): Sample Date: 07/12/18 Sample Time: 0914 Sampled By: Joshua Hernandez Weather Conditions: clear Accumulative Yards: 36 Batch Size (cy): 9 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: P5.1/15.7 Placement Location: Paving for the garage on level 2 07/16/18 P7.3/P5.1 17/18, P4.1/P7.3 15.19/16 4,910 4 , P6 -P7 15/15.19 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 07/16/18 4 61,670 4,910 4 1 B 4.00 12.57 07/19/18 7 1 C 4.00 12.57 08/09/18 28 1 D 4.00 12.57 08/09/18 28 1 E 4.00 12.57 08/09/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: Samples Made By: Terracon Services: Terracon Rep.: Joshua Hernandez 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: 95181011.0351 Service Date: 07/12/18 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