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Home My WebLink AboutTerracon - 7/06/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0340 Service Date: 07/06/18 2501 E Loop 820 N Report Date: 08/03/18 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 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 07/06/18 Sample Time: 1611 Sampled By: Taylor Henson Mix ID: 1792 Weather Conditions: Overcast Supplier: Argos Accumulative Yards: 10/20 Batch Size (cy): 10 Batch Time: 1525 Plant: Placement Method: Bucket & lift Truck No.: 5120 Ticket No.: 12330327 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Grade Beam from at P13/17. Refer to Test Result Specification PKS-100, see attached Slump (in): 41/2 3 -5 Placement Location: Grade Beam from P11-14/16.9-17. Air Content (%): 2.4 0 - 3 Refer to PKS-100, see attached Concrete Temp. (F): 92 Ambient Temp. (F): 91 Plastic Unit Wt. (pcf): 146.4 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 07/07/18 07/13/18 7 59,390 4,730 5 1 B 4.00 12.57 07/07/18 08/03/18 28 76,660 6,100 4 1 C 4.00 12.57 07/07/18 08/03/18 28 77,940 6,200 5 1 D 4.00 12.57 07/07/18 08/03/18 28 76,310 6,070 3 Average (28 days) 6,130 1 E 07/07/18 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: Terracon Rep.: Taylor Henson 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 95181011.0340 Irerracon Service Date: 07/06/18 2501 E Loop 820 N Report Date: 08/03/18 Revision 1 - 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 Tulsa, OK 74136 Grapevine, TX 76051 Project Number: 95181011 Services: Terracon Rep.: Taylor Henson Reported To: David with Manhattan Contractor: 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: 95181011.0340 Service Date: 07/06/18 Report Date: 08/03/18 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: 95181011.0340 Service Date: 07/06/18 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: 4,000 psi @ 28 days Mix ID: 1792 Supplier: Argos Batch Time: 1525 Plant: Truck No.: 5120 Ticket No.: 12330327 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 41/2 3 -5 2.4 0 - 3 92 91 146.4 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 Services: Sample Date: 07/06/18 Sample Time: 1611 Sampled By: Taylor Henson Weather Conditions: Overcast Accumulative Yards: 10/20 Batch Size (cy): 10 Placement Method: Bucket & lift Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Grade Beam from at P13/17. Refer to 07/07/18 PKS-100, see attached Placement Location: Grade Beam from P11-14/16.9-17. 12.57 Refer to PKS-100, see attached Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 07/07/18 07/13/18 7 59,390 12.57 07/07/18 08/03/18 28 12.57 07/07/18 08/03/18 28 12.57 07/07/18 08/03/18 28 07/07/18 Hold Final Cure: Moist Room Terracon Rep.: Taylor Henson Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By 4,730 5 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: 95181011.0340 Irerracon Service Date: 07/06/18 2501 E Loop 820 N Report Date: 07/19/18 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 Tulsa, OK 74136 Grapevine, TX 76051 Project Number: 95181011 Services: Terracon Rep.: Taylor Henson Reported To: David with Manhattan Contractor: 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: 95181011.0340 Service Date: 07/06/18 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: 95181011.0339 Service Date: 07/06/18 2501 E Loop 820 N Report Date: 08/03/18 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 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/06/18 Sample Time: 1314 Sampled By: Taylor Henson Mix ID: 9727 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 7/13 Batch Size (cy): 7 Batch Time: Plant: Placement Method: Bucket & lift Truck No.: 0 Ticket No.: 12330319 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Column at P11/15. Refer to PKS-100. Test Result Specification See Attachment. Slump (in): 7 5 -7 Placement Location: Columns from Grade Beam to Mid Air Content (%): 3.4 3 - 6 2nd Tier at P12/15 & P12/16. Concrete Temp. (F): 93 Columns from Grade Beam to 2nd Ambient Temp. (F): 92 Tier at P11/16, P11/15 & P13/17.6. Plastic Unit Wt. (pcf): 145.7 Columns from Inclining Ramp Yield (Cu. Yds.): Elevationm to 2nd Tier at P9/17, P8/17, P7/17, P6/17. Refer to PKS-100, see attached 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 07/07/18 07/13/18 7 55,200 4,390 3 1 B 4.00 12.57 07/07/18 08/03/18 28 67,830 5,400 4 1 C 4.00 12.57 07/07/18 08/03/18 28 68,970 5,490 2 1 D 4.00 12.57 07/07/18 08/03/18 28 71,650 5,700 3 Average (28 days) 5,530 1 E 07/07/18 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: 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: 95181011.0339 Irerracon Service Date: 07/06/18 2501 E Loop 820 N Report Date: 08/03/18 Revision 1 - 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 Tulsa, OK 74136 Grapevine, TX 76051 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: 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: 95181011.0339 Service Date: 07/06/18 Report Date: 08/03/18 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: 95181011.0339 Service Date: 07/06/18 2501 E Loop 820 N Report Date: 07/19/18 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: 5,000 psi @ Mix ID: 9727 Supplier: Argos Batch Time: Truck No.: 0 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: Ticket No.: 12330319 Result Specification 7 5 -7 3.4 3-6 93 92 145.7 Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 07/06/18 Sample Time: 1314 Taylor Henson Clear 7/13 Batch Size (cy): 7 Bucket & lift 0 0 Column at P11/15. Refer to PKS-100. See Attachment. Columns from Grade Beam to Mid 2nd Tier at P12/15 & P12/16. Columns from Grade Beam to 2nd Tier at P11/16, P11/15 & P13/17.6. Columns from Inclining Ramp Elevationm to 2nd Tier at P9/17, P8/17, P7/17, P6/17. Refer to PKS-100, see attached 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 07/07/18 07/13/18 7 55,200 4,390 3 1 B 4.00 12.57 07/07/18 08/03/18 28 1 C 4.00 12.57 07/07/18 08/03/18 28 1 D 4.00 12.57 07/07/18 08/03/18 28 1 E 07/07/18 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.: Taylor Henson 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 95181011.0339 Irerracon Service Date: 07/06/18 2501 E Loop 820 N Report Date: 07/19/18 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 Tulsa, OK 74136 Grapevine, TX 76051 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: 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: 95181011.0339 Service Date: 07/06/18 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0338 Irerracon Service Date: 07/06/18 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: Structural Sheets GM S3.11 Detail 4, GM S3.11 Detail 5, & GM S3.12 Detail 3 Locations/Items Observed: Wall from B -E.2/5-5.3. Refer to GM.S1.01A 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: No discrepancies were noted at the time of this observation. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Taylor Henson 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. CT0001, 5-5-10, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0338 Service Date: 07/06/18 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 POST -TENSION OBSERVATIONS REPORT Report Number: 95181011.0337 Irerracon Service Date: 07/06/18 2501 E Loop 820 N Report Date: 07/13/18 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: Post tension drawings, PT03,04,05,06,07,08/ Various details/ 04-09-18; Reinforcing steel drawings, R02-11-1, 1L,1M, 1N, 1Q, 1R/ Various details/ 05-25-18 Locations/Items Observed: Level 2 Parking Garage P1 -P5.5/ 15-18 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 N/A 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 N/A 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: No discrepancies were noted at the time of this observation. • The reinforcing steel crew was finishing installing the forms along grid line 18. Some of the anchors have not been installed since the forms were not erected prior to the finish of the observation. There are some temperature cables waiting to be installed at the anchor points that are not in place prior to finishing the observation. Services: Terracon Rep.: Daniel Wright 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. R940004, 07-01-12, Rev.0 Page 1 of 1 Distribution Page Report Number: 95181011.0337 Service Date: 07/06/18 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: 95181011.0336A Service Date: 07/06/18 Report Date: 07/09/18 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 07/06/2018, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test cylinders cast on 07/05/2018. 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 95181011.0336. Services: Terracon Rep.: Daniel Wright 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: 95181011.0336A Service Date: 07/06/18 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