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Home My WebLink AboutTerracon - 5/01/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0223 Service Date: 05/01/18 2501 E Loop 820 N Report Date: 06/05/18 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 Mix ID: 1792 Supplier: Argos Batch Time: 1640 Truck No.: 6238 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.: 12327672 Result Specification 4 3-5 1.6 0-3 80 76 150.1 Sample Date: 05/01/18 Sample Time: 1720 Sampled By: Thomas Hernandez Weather Conditions: Cloudy Accumulative Yards: 20 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridlines G.6/7.4 Placement Location: Grade beam on E" side for garage 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 05/08/18 7 66,360 5,280 5 1 B 4.00 12.57 05/29/18 28 90,500 7,200 4 1 C 4.00 12.57 05/29/18 28 87,510 6,960 4 1 D 4.00 12.57 05/29/18 28 87,010 6,920 5 Average (28 days) 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.: Thomas 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: 95181011.0223 Service Date: 05/01/18 Report Date: 06/05/18 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: 95181011.0223 Service Date: 05/01/18 2501 E Loop 820 N Report Date: 05/09/18 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: 1640 Truck No.: 6238 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Plant: 123 Ticket No.: 12327672 Set Specimen Avg Diam. Result Specification 4 3-5 1.6 0-3 80 76 150.1 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 Sample Date: 05/01/18 Sample Time: 1720 Sampled By: Thomas Hernandez Weather Conditions: Cloudy Accumulative Yards: 20 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridlines G.6/7.4 Placement Location: Grade beam on E" side for garage Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/08/18 7 66,360 12.57 05/29/18 28 12.57 05/29/18 28 12.57 05/29/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 5,280 5 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Thomas 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: 95181011.0223 Service Date: 05/01/18 Report Date: 05/09/18 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) 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: 95181011.0222 Service Date: 05/01/18 2501 E Loop 820 N Report Date: 06/05/18 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: 7,000 psi @ 28 days Sample Date: 05/01/18 Sample Time: 1345 Sampled By: Thomas Hernandez Mix ID: 9908 Weather Conditions: Cloudy Supplier: Argos Accumulative Yards: 9 Batch Size (cy): 9 Batch Time: 1310 Plant: 123 Placement Method: Direct Discharge Truck No.: 5112 Ticket No.: 12327639 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Gridlines 16.4/P4-16.4/P5/P5-116-16.4 Test Result Specification Placement Location: East side retaining wall Slump (in): 8 1/2 6-9 Air Content (%): 2.0 0-3 Concrete Temp. (F): 81 50-95 Ambient Temp. (F): 76 Plastic Unit Wt. (pcf): 150.3 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 05/08/18 7 117,070 9,320 4 1 B 4.00 12.57 05/29/18 28 144,140 11,470 4 1 C 4.00 12.57 05/29/18 28 143,480 11,420 2 1 D 4.00 12.57 05/29/18 28 142,310 11,320 1 Average (28 days) 11,400 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.: Thomas Hernandez 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: 95181011.0222 Service Date: 05/01/18 Report Date: 06/05/18 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: 95181011.0222 Service Date: 05/01/18 2501 E Loop 820 N Report Date: 05/09/18 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: 7,000 psi @ 28 days Mix ID: 9908 Supplier: Argos Batch Time: 1310 Plant: 123 Truck No.: 5112 Ticket No.: 12327639 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 8 1/2 6-9 2.0 0-3 81 50-95 76 4.00 150.3 0 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 0 Initial Cure: Outside 0 Comments: Samples Made By: Terracon Sample Date: 05/01/18 Sample Time: 1345 Sampled By: Thomas Hernandez Weather Conditions: Cloudy Accumulative Yards: 9 Batch Size (cy): 9 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Gridlines 16.4/P4-16.4/P5/P5-116-16.4 Placement Location: East side retaining wall Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/08/18 7 117,070 12.57 05/29/18 28 12.57 05/29/18 28 12.57 05/29/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 9,320 4 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Thomas Hernandez 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: 95181011.0222 Service Date: 05/01/18 Report Date: 05/09/18 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) 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: 95181011.0220 Service Date: 05/01/18 2501 E Loop 820 N Report Date: 05/31/18 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: 3,000 psi @ 28 days Sample Date: 05/01/18 Sample Time: 1200 Sampled By: Daniel Blocker Mix ID: 9458 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 9 Batch Size (cy): 9 Batch Time: 1145 Plant: Placement Method: Direct Discharge Truck No.: 4029 Ticket No.: 12327623 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Pier, Grid Line J.5/1 Test Result Specification Placement Location: Drilled Piers, see report Slump (in): 6 5-7 95181011.0219 Air Content (%): 1.8 0-3 Concrete Temp. (F): 75 50-95 Ambient Temp. (F): 77 Plastic Unit Wt. (pcf): 148.4 Yield (Cu. Yds.): 44.7 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 05/02/18 05/08/18 7 50,030 3,980 2 1 B 4.00 12.57 05/02/18 05/29/18 28 65,110 5,180 4 1 C 4.00 12.57 05/02/18 05/29/18 28 66,360 5,280 2 1 D 4.00 12.57 05/02/18 05/29/18 28 62,580 4,980 5 Average (28 days) 5,150 1 E 05/02/18 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.: 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: 95181011.0220 Service Date: 05/01/18 Report Date: 05/31/18 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: 95181011.0220 Service Date: 05/01/18 2501 E Loop 820 N Report Date: 05/09/18 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: 3,000 psi @ 28 days Mix ID: 9458 Supplier: Argos Batch Time: 1145 Truck No.: 4029 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Plant: Ticket No.: 12327623 Set Specimen Avg Diam. Result No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 05/02/18 Initial Cure: Outside 7 Comments: 6 1.8 75 77 148.4 44.7 Specification 5-7 0-3 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/02/18 05/08/18 7 50,030 12.57 05/02/18 05/29/18 28 12.57 05/02/18 05/29/18 28 12.57 05/02/18 05/29/18 28 05/02/18 Hold Final Cure: Moist Room 05/01/18 Sample Time: 1200 Daniel Blocker Clear 9 Batch Size (cy): 9 Direct Discharge Pier, Grid Line J.5/1 Drilled Piers, see report 95181011.0219 Compressive Strength Fracture Tested (psi) Type By 3,980 2 Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Blocker Reported To: 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: 95181011.0220 Service Date: 05/01/18 Report Date: 05/09/18 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) 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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0219 Irerracon Service Date: 05/01/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 1 - Piers 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: 95181011.0219 Service Date: May 1, 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 K/2 J.5/1 J/1 A.6/7 A.4/7 A/5 Pier Diameter (in.) 30 30 30 24 24 30 Top of Ground Elevation (ft.) 634.39 634.48 634.84 631.74 635.29 635.41 Top of Pier Elevation (ft.) 632.58 632.58 632.58 632.58 632.58 632.58 Depth to Bearing Stratum from Ground (ft.) 27.0 25.0 25.0 26.0 29.0 29.0 Depth of Pier from Ground (ft.) 47.7 36.1 45.6 36.4 39.0 49.0 Required Penetration (ft.) 20.0 10.0 20.0 10.0 10.0 20.0 Actual Penetration (ft.) 20.7 11.1 20.6 10.4 10.0 20.0 Depth from Top of Concrete (ft.) 45.9 34.2 43.4 37.2 36.3 46.2 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Casing Diameter (in.) 32 32 32 26 26 32 Cased Depth (ft.) 27.0 25.0 25.0 26.0 29.0 29.0 Number of Vertical Bars (ea.) 8 8 8 6 6 8 Reinforcing Bar Size (#) 7 7 7 6 6 7 Length of Vertical Bars (ft.) 44.9 33.2 43.2 36.8 35.8 45.8 Time Drilling was Completed 9:00 AM 11:15 AM 10:45 AM 12:00 PM 2:00 PM 4:30 PM Time Concrete was Placed 2:30 PM 12:45 PM 1:45 PM 3:15 PM 5:00 PM 6:15 PM Pier A/6 - backfilled no steel available Page 1 of 1 Distribution Page Report Number: 95181011.0219 Service Date: 05/01/18 Report Date: 07/02/18 Revision 1 - Piers 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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0219 Irerracon Service Date: 05/01/18 2501 E Loop 820 N Report Date: 05/02/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 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: 95181011.0219 Service Date: May 1, 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 K/2 J.5/1 J/1 A.6/7 A.4/7 A/5 A/6 Pier Diameter (in.) 30 30 30 24 24 30 Top of Ground Elevation (ft.) 634.39 634.48 634.84 631.74 635.29 635.41 Top of Pier Elevation (ft.) 632.58 632.58 632.58 632.58 632.58 632.58 Depth to Bearing Stratum from Ground (ft.) 27.0 25.0 25.0 26.0 29.0 29.0 Depth of Pier from Ground (ft.) 47.7 36.1 45.6 36.4 39.0 49.0 Required Penetration (ft.) 20.0 10.0 20.0 10.0 10.0 20.0 Actual Penetration (ft.) 20.7 11.1 20.6 10.4 10.0 20.0 Depth from Top of Concrete (ft.) 45.9 34.2 43.4 37.2 36.3 46.2 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Casing Diameter (in.) 32 32 32 26 26 32 Cased Depth (ft.) 27.0 25.0 25.0 26.0 29.0 29.0 Number of Vertical Bars (ea.) 8 8 8 6 6 8 Reinforcing Bar Size (#) 7 7 7 6 6 7 Length of Vertical Bars (ft.) 44.9 33.2 43.2 36.8 35.8 45.8 Time Drilling was Completed 9:00 AM 11:15 AM 10:45 AM 12:00 PM 2:00 PM 4:30 PM Time Concrete was Placed 2:30 PM 12:45 PM 1:45 PM 3:15 PM 5:00 PM 6:15 PM Pier A/6 - backfilled no steel available Page 1 of 1 Distribution Page Report Number: 95181011.0219 Service Date: 05/01/18 Report Date: 05/02/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) ArchiTexas, Michael Karnowski (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600