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Home My WebLink AboutTerracon - 3/15/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0102 Service Date: 03/15/18 2501 E Loop 820 N Report Date: 04/16/18 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: 03/15/18 Sample Time: 1430 Sampled By: Daniel Moreno Mix ID: 9211 Weather Conditions: Clear/Light wind Supplier: Argos Accumulative Yards: 10/60 Batch Size (cy): 10 Batch Time: 1403 Plant: 123 Placement Method: Direct Discharge Truck No.: 5112 Ticket No.: 2325792 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Pier- SW Tower Crane Test Result Specification Placement Location: Pier- SW Tower Crane Slump (in): 61/2 6-8 Air Content (%): 1.8 0-3 Concrete Temp. (F): 75 50-95 Ambient Temp. (F): 73 36-100 Plastic Unit Wt. (pcf): 147.6 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 03/20/18 5 51,800 4,120 5 1 B 4.00 12.57 03/22/18 7 60,850 4,840 5 1 C 4.00 12.57 04/12/18 28 81,180 6,460 4 1 D 4.00 12.57 04/12/18 28 82,150 6,540 4 1 E 4.00 12.57 04/12/18 28 80,920 6,440 5 Average (28 days) 6,480 1 F Hold 1 G 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.: Daniel Moreno 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: 95181011.0102 Service Date: 03/15/18 Report Date: 04/16/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (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: 95181011.0104 Service Date: 03/15/18 2501 E Loop 820 N Report Date: 04/16/18 Revision 2 - 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: 5,000 psi @ 28 days Mix ID: 9727 Supplier: Argos Batch Time: 1548 Plant: 123 Truck No.: 4061 Ticket No.: 12325801 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 61/2 5-7 5.0 3-6 77 50-95 73 36-100 143.6 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information Sample Date: 03/15/18 Sample Time: 1630 Sampled By: Daniel Moreno Weather Conditions: Clear/Light wind Accumulative Yards: 6/6 Batch Size (cy): 6 Placement Method: Bucket & lift Water Added Before (gal): 10 Water Added After (gal): 0 Sample Location: Basement Elevator wall- P5.2/15.28 Placement Location: Basement Elevator wall- P5.2-P6.1/15.28-15.5 all- P5.2-P6.1/15.28-15.5 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/22/18 7 67,700 04/12/18 28 87,360 04/12/18 28 87,690 04/12/18 28 89,820 Average (28 days) Compressive Strength Fracture Tested (psi) Type By 5,390 4 6,950 2 6,980 2 7,150 4 7,030 1 E 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.: Daniel Moreno 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: 95181011.0104 Service Date: 03/15/18 Report Date: 04/16/18 Revision 2 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (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: 95181011.0104 Service Date: 03/15/18 2501 E Loop 820 N Report Date: 03/22/18 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: 1548 Plant: 123 Truck No.: 4061 Ticket No.: 12325801 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 61/2 5-7 5.0 3-6 77 50-95 73 36-100 143.6 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 1 E Hold Initial Cure: Outside Comments: Samples Made By: Terracon Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/15/18 Sample Time: 1630 Daniel Moreno Clear/Light wind 6/6 Batch Size (cy): 6 Bucket & lift 10 0 Basement Elevator wall- P5.2/15.28 Basement Elevator wall- P5.2-P6.1/15.28-15.5 all- P5.2-P6.1/15.28-15.5 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/22/18 7 67,700 04/12/18 28 04/12/18 28 04/12/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 5,390 4 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Moreno 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: 95181011.0104 Service Date: 03/15/18 Report Date: 03/22/18 Revision 1 - 7 -day results Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0104 Service Date: 03/15/18 2501 E Loop 820 N Report Date: 03/16/18 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: 1548 Truck No.: 4061 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.: 12325801 Result Specification 61/2 5-7 5.0 3-6 77 50-95 73 36-100 143.6 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 1 E Initial Cure: Outside Comments: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/15/18 Sample Time: 1630 Daniel Moreno Clear/Light wind 6/6 Batch Size (cy): 6 Bucket & lift 10 0 Basement Elevator wall- P5.2/15.28 Basement Elevator wall- P5.2-P6.1/15.28-15.5 all- P5.2-P6.1/15.28-15.5 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/22/18 7 04/12/18 28 04/12/18 28 04/12/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 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.: Daniel Moreno Reported To: Contractor: 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: 95181011.0104 Service Date: 03/15/18 Report Date: 03/16/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0102A Irerracon Service Date: 03/16/18 2501 E Loop 820 N Report Date: 03/20/18 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 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 7 Report No.: 95181011.0102 No. of Cylinders: 1 set of 7 Services: Terracon Rep.: Daniel Moreno Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: �,T 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 I Distribution Page Report Number: 95181011.0102A Service Date: 03/16/18 Report Date: 03/20/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0102 Service Date: 03/15/18 2501 E Loop 820 N Report Date: 04/02/18 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: 9211 Supplier: Argos Batch Time: 1403 Plant: 123 Truck No.: 5112 Ticket No.: 2325792 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 61/2 6-8 1.8 0-3 75 50-95 73 36-100 147.6 4.00 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 4.00 1 F 1 G 28 Initial Cure: Outside Comments: Samples Made By: Terracon Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/15/18 Sample Time: 1430 Daniel Moreno Clear/Light wind 10/60 Batch Size (cy): 10 Direct Discharge Pier- SW Tower Crane Pier- SW Tower Crane Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 03/20/18 5 51,800 12.57 03/22/18 7 60,850 12.57 04/12/18 28 12.57 04/12/18 28 12.57 04/12/18 28 Hold Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 4,120 5 4,840 5 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Moreno 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. cR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0102 Service Date: 03/15/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0101 Irerracon Service Date: 03/15/18 2501 E Loop 820 N Report Date: 03/27/18 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 Proiect Number: 95181011 On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet for recorded data. NOTE: Elevation data provided by others or taken from plans. Services: Drilled Pier Observation Terracon Rep.: Daniel Moreno Reported To: 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 DRILLED PIER OBSERVATION Report Number: 95181011.0101 Service Date: March 15, 2018 Client: Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Driller: CMG 1 rerracon 2501 E. Loop 820 North Fort Worth, Texas 76118 817-268-8600 Reg No: F-3272 Project: Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project No.: 95181011 Technician: Daniel Moreno Pier Identification Crane SW P10/16 Crane NE P9/16 Pier Diameter (in.) 36 48 36 48 Top of Ground Elevation (ft.) 629.22 624.05 629.35 632.50 Top of Pier Elevation (ft.) 625.00 634.25 625.00 634.25 Depth to Bearing Stratum from Ground (ft.) 27.0 30.0 27.0 29.0 Depth of Pier from Ground (ft.) 58.3 56.0 59.0 55.0 Required Penetration (ft.) 30.0 26.0 30.0 26.0 Actual Penetration (ft.) 31.3 26.0 32.0 26.0 Depth from Top of Concrete (ft.) 54.3 53.0 55.5 54.0 Condition of Bottom (wet or dry) Dry Dry Dry Wet Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Casing Diameter (in.) 38 50 38 50 Cased Depth (ft.) 27.0 30.0 27.0 27.7 Number of Vertical Bars (ea.) 8 16 8 16 Reinforcing Bar Size (#) 10 10 10 10 Length of Vertical Bars (ft.) 55.6 55.6 57.9 56.1 Time Drilling was Completed 10:50 AM 11:30 AM 12:30 PM 1:30 PM Time Concrete was Placed 4:00 PM 6:40 PM 4:40 PM 7:40 PM Page 1 of 1 Distribution Page Report Number: 95181011.0101 Service Date: 03/15/18 Report Date: 03/27/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE SAMPLE PICK-UP REPORT Report Number: 9518 1011.01 OOA Irerracon Service Date: 03/15/18 2501 E Loop 820 N Report Date: 03/20/18 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 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 7 ReportNo.: 95181011.0100 No. of Cylinders: 1 set of 7 Services: Terracon Rep.: Daniel Moreno Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: �,T 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 I Distribution Page Report Number: 95181011.0100A Service Date: 03/15/18 Report Date: 03/20/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600