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Home My WebLink AboutTerracon - 2/15/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0047 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 03/20/18 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 @ Mix ID: 1792 Supplier: Argos Batch Time: 1014 Truck No.: 5048 Field Test Data 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: 110 Ticket No.: 11021489 Test Result Specification Slump (in): 6 * 3-5 Air Content (%): 1.0 0-3 Concrete Temp. (F): 65 50-95 Ambient Temp. (F): 72 73,010 Plastic Unit Wt. (pcf): 147.2 71,590 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. Laboratory Test Data Set Specimen Avg Diam. Area Date No. ID (in) (sq in) Received 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 02/15/18 Sample Time: 1116 Daniel Moreno Cloudy/Light wind 40/160 Batch Size (cy): 10 Pump Basement Footing- P4/15.2-16 Basement Footing- P4 -P7/16, P7/15.5-16, P4/15.2-16 Age at Maximum Date Test Load Tested (days) (lbs) 02/22/18 7 55,410 03/15/18 28 75,020 03/15/18 28 73,010 03/15/18 28 71,590 Average (28 days) Compressive Strength Fracture (psi) Type 4,410 4 5,970 4 5,810 4 5,700 5 5,830 1 E Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Please note that the slump was recorded at 6 inches on a 3-5 inch specification. Manhattan was notified. The 7 day compressive strength result has met the required 4000 psi that is required at 28 days. 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: Manhattan Report Distribution: See attached distribution list. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0047 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 03/20/18 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 Diam. Specified Strength: 4,000 psi @ 28 days Sample Date: 02/15/18 Sample Time: 1318 Fracture No. ID (in) Sampled By: Daniel Moreno Mix ID: 1792 (lbs) (psi) Weather Conditions: Cloudy/Light wind Supplier: Argos 12.57 02/22/18 Accumulative Yards: 110/160 Batch Size (cy): 10 Batch Time: 1235 Plant: 110 Placement Method: Pump Truck No.: 1725 Ticket No.: 11021497 Water Added Before (gal): 4 Field Test Data 4.00 12.57 Water Added After (gal): 28 73,750 5,870 4 Sample Location: Basement Grade Beam- P4 -P7/16 Test Result Specification Placement Location: Basement Grade Beam- P4 -P7/16, Slump (in): 5 3-5 P7/15.5-16, P4/15.2-16 Air Content (%): 1.3 0-3 2 E Concrete Temp. (F): 73 50-95 Hold Ambient Temp. (F): 77 Initial Cure: Outside 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 A 4.00 12.57 02/22/18 7 58,820 4,680 5 2 B 4.00 12.57 03/15/18 28 73,830 5,880 4 2 C 4.00 12.57 03/15/18 28 73,750 5,870 4 2 D 4.00 12.57 03/15/18 28 72,250 5,750 2 Average (28 days) 5,830 2 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: 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 2 of 2 Distribution Page Report Number: 95181011.0047 Service Date: 02/15/18 Report Date: 03/20/18 Revision 1 - 28 -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) 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: 95181011.0047 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/27/18 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: 1014 Plant: 110 Truck No.: 5048 Ticket No.: 11021489 Field Test Data Test Result Specification Slump (in): 6 * 3-5 Air Content (%): 1.0 0-3 Concrete Temp. (F): 65 50-95 Ambient Temp. (F): 72 Plastic Unit Wt. (pcf): 147.2 Yield (Cu. Yds.): * = Field Test Results do not meet project specifications. 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 P7/15.5-16, P4/15.2-16 Initial Cure: Outside Sample Date: 02/15/18 Sample Time: 1116 Sampled By: Daniel Moreno Weather Conditions: Cloudy/Light wind Accumulative Yards: 40/160 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): Hold Sample Location: Basement Footing- P4/15.2-16 Placement Location: Basement Footing- P4 -P7/16, P7/15.5-16, P4/15.2-16 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 02/22/18 7 55,410 03/15/18 28 03/15/18 28 03/15/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 4,410 4 Comments: Please note that the slump was recorded at 6 inches on a 3-5 inch specification. Manhattan was notified. The 7 day compressive strength result has met the required 4000 psi that is required at 28 days. 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: Manhattan Report Distribution: See attached distribution list. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0047 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/27/18 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: 1235 Plant: 110 Truck No.: 1725 Ticket No.: 11021497 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 1.3 0-3 73 50-95 77 2 B 146.4 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 2 A 4.00 12.57 2 B 4.00 12.57 2 C 4.00 12.57 2 D 4.00 12.57 2 E Hold 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: 02/15/18 Sample Time: 1318 Daniel Moreno Cloudy/Light wind 110/160 Batch Size (cy): 10 Pump Basement Grade Beam- P4 -P7/16 Basement Grade Beam- P4 -P7/16, P7/15.5-16, P4/15.2-16 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 02/22/18 7 58,820 03/15/18 28 03/15/18 28 03/15/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 4,680 5 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: 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 2 of 2 Distribution Page Report Number: 95181011.0047 Service Date: 02/15/18 Report Date: 02/27/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0046 Irerracon Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/16/18 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- Section A Basement Level Foundation Elevation A -D (DWG# R00 -1C) Locations/Items Observed: Basement Level Grade Beam- P4 -P7/16, P7/15.5-16, P4/15.2-16 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 X 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: Walking through the visual rebar inspection there were ties and dowels missing, the North end had many bent tie bars. Clearance and maintenance were also an issue. The following discrepancies were corrected prior to concrete placement. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Moreno Reported To: 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: 95181011.0046 Service Date: 02/15/18 Report Date: 02/16/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.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: 95181011.0045 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 03/20/18 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 Diam. Specified Strength: 4,000 psi @ 28 days Sample Date: 02/15/18 Sample Time: 1600 Fracture No. ID (in) Sampled By: Daniel Blocker Mix ID: 9211 (lbs) (psi) Weather Conditions: clear Supplier: argos 12.57 02/22/18 Accumulative Yards: 20 Batch Size (cy): 10 Batch Time: 1501 Plant: 111 Placement Method: pump Truck No.: 7156 Ticket No.: 11116301 Water Added Before (gal): 4 Field Test Data 4.00 12.57 Water Added After (gal): 28 57,510 4,580 5 Sample Location: Pier 2057 @ GL (P5/17) Test Result Specification Placement Location: see pier report 0044 Slump (in): 7 6-8 Air Content (%): 2.2 0-3 1 E Concrete Temp. (F): 60 50-95 Hold Ambient Temp. (F): 70 36-100 Plastic Unit Wt. (pcf): 148.8 Yield (Cu. Yds.): 44.8 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 A 4.00 12.57 02/22/18 7 43,660 3,470 4 1 B 4.00 12.57 03/15/18 28 63,550 5,060 4 1 C 4.00 12.57 03/15/18 28 57,510 4,580 5 1 D 4.00 12.57 03/15/18 28 59,730 4,750 5 Average (28 days) 4,800 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 Blocker Reported To: 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: 95181011.0045 Service Date: 02/15/18 Report Date: 03/20/18 Revision 1 - 28 -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) 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: 95181011.0045 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/27/18 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: 1501 Plant: 111 Truck No.: 7156 Ticket No.: 11116301 Field Test Data Test Result Specification Slump (in): 7 6-8 Air Content (%): 2.2 0-3 Concrete Temp. (F): 60 50-95 Ambient Temp. (F): 70 36-100 Plastic Unit Wt. (pcf): 148.8 12.57 Yield (Cu. Yds.): 44.8 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: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 02/15/18 Sample Time: 1600 Daniel Blocker clear 20 Batch Size (cy): 10 PUMP Pier 2057 @ GL (P5/17) see pier report 0044 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 02/22/18 7 43,660 03/15/18 28 03/15/18 28 03/15/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 3,470 4 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 Blocker Reported To: 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: 95181011.0045 Service Date: 02/15/18 Report Date: 02/27/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0044 Irerracon Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/26/18 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 Blocker 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: 95181011.0044 Service Date: February 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 Blocker Pier Identification P5/17 Pier Diameter (in.) 60 Top of Ground Elevation (ft.) 629.46 Top of Pier Elevation (ft.) 624.33 Depth to Bearing Stratum from Ground (ft.) 25.0 Depth of Pier from Ground (ft.) 58.5 Required Penetration (ft.) 33.0 Actual Penetration (ft.) 33.5 Depth from Top of Concrete (ft.) 54.0 Condition of Bottom (wet or dry) Dry Plumb Within Tolerance (yes or no) Yes Casing Diameter (in.) 62 Cased Depth (ft.) 28.0 Number of Vertical Bars (ea.) 16 Reinforcing Bar Size (#) 10 Length of Vertical Bars (ft.) 55.6 Time Drilling was Completed 3:30 PM Time Concrete was Placed 6:30 PM Page 1 of 1 Distribution Page Report Number: 95181011.0044 Service Date: 02/15/18 Report Date: 02/26/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.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 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0043 Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/21/18 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 Lab Test Data Project Requirements Mat. Proctor No. Ref. No. 1 95181011.0006 Field Test Data Classification and Description Dark Reddish Brown Sandy Clay Test No. Test Location Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 18.1 106.4 +3 93-98 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) Basement (E.2 -G.5/5-7) 1 F.2/5.7 2 1 6 124.6 22.3 21.8 102.3 96 2 F.8/6.3 3 1 6 123.2 21.5 21.1 101.7 96 3 F/6 4 1 6 123.0 21.7 21.4 101.3 95 Datum: Moisture Condition. Std. Cut. M:628 Std. Cut. D: 1754 S/N: Make: Model: Last Cal. Date: Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Daniel Moreno Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: __Lto Tul Senior Project Manager Test Methods: ASTM D6938 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. cRoo07, 11-16-12, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0043 Service Date: 02/15/18 Report Date: 02/21/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.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: 95181011.0041A Irerracon Service Date: 02/15/18 2501 E Loop 820 N Report Date: 02/19/18 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 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5 Report No.: 0041 No. of Cylinders: One set 5 cylinders picked up. (4x 8) Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: 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 I Distribution Page Report Number: 95181011.0041A Service Date: 02/15/18 Report Date: 02/19/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.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