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Home My WebLink AboutTerracon - 4/26/2018CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0204A Irerracon Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/01/18 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.: 95181011.0204 No. of Cylinders: 1 set of 5 (4x8) Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan 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: 95181011.0204A Service Date: 04/26/18 Report Date: 05/01/18 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) 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 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0212 Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/02/18 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 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 Min/+3 93% Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) Backfill on the N side of Parking Garage 1 middle of Backfill Final 1 6 125.8 18.5 17.2 107.3 100+ 2 N of backfill 1 6 123.3 18.9 18.1 104.4 98 South side parking garage utilities line 3 N of utilities line backfill Lift 3 1 6 122.8 18.2 17.4 104.6 98 4 Midway of Utilities line backfill 1 6 123.2 17.9 17.0 105.3 99 5 S of utilities line backfill 1 6 120.7 17.7 17.2 103.0 97 Datum: S/N: Make: Model: Last Cal. Date: Comments: An asterisk (*) appears next to the test results which do not meet the 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.: Brandon Martin Reported To: David with Manhattan Contractor: Manhattan 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: 95181011.0212 Service Date: 04/26/18 Report Date: 05/02/18 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) 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 DEVIATION LOG Irerracon Report Date: 5/2/2018 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000001 0047 Concrete Compressive 02/15/18 Slump does not comply, Set 1 Concrete met specified 02/22/18 Closed Strength Test strength D000002 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Open 1 Comments: Low Moisture Content. David with Manhattan was notified. D000003 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Open 2 Comments: Low Moisture Content. David with Manhattan was notified. D000004 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Open 3 Comments: Low Moisture Content. David with Manhattan was notified. D000005 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Open 4 Comments: Low Moisture Content. David with Manhattan was notified. D000006 0212 Field Density Testing 04/26/18 Moisture content does not comply, Test Open 5 Comments: Low Moisture Content. David with Manhattan was notified. Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0210 Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/25/18 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: 04/26/18 Sample Time: 1200 Sampled By: Daniel Blocker Mix ID: 9908 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 9 Batch Size (cy): 9 Batch Time: 1130 Plant: 1 Placement Method: Bucket Truck No.: 5097 Ticket No.: 10433463 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Wall, Grid Line 9.5/G.7 Test Result Specification Placement Location: Wall, Grid Line 9.5-11.5/G.7 Slump (in): 5 3-5 Air Content (%): 2.1 0-3 Concrete Temp. (F): 74 50-95 Ambient Temp. (F): 72 Plastic Unit Wt. (pcf): 151.6 Yield (Cu. Yds.): 45.5 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 04/27/18 05/03/18 7 97,080 7,730 2 1 B 4.00 12.57 04/27/18 05/24/18 28 117,440 9,350 4 1 C 4.00 12.57 04/27/18 05/24/18 28 113,660 9,040 3 1 D 4.00 12.57 04/27/18 05/24/18 28 114,130 9,080 2 Average (28 days) 9,160 1 E 04/27/18 Hold Initial Cure: Outside Plastic Lids 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: 95181011.0210 Service Date: 04/26/18 Report Date: 05/25/18 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: 95181011.0210 Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/07/18 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: 1130 Plant: 1 Truck No.: 5097 Ticket No.: 10433463 Field Test Data Test Result Specification Slump (in): 5 3-5 Air Content (%): 2.1 0-3 Concrete Temp. (F): 74 50-95 Ambient Temp. (F): 72 Sample Location: Plastic Unit Wt. (pcf): 151.6 Wall, Grid Line 9.5-11.5/G.7 Yield (Cu. Yds.): 45.5 12.57 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: Sample Date: 04/26/18 Sample Time: 1200 Sampled By: Daniel Blocker Weather Conditions: Clear Accumulative Yards: 9 Batch Size (cy): 9 Placement Method: Bucket Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Wall, Grid Line 9.5/G.7 Placement Location: Wall, Grid Line 9.5-11.5/G.7 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 04/27/18 05/03/18 7 97,080 12.57 04/27/18 05/24/18 28 12.57 04/27/18 05/24/18 28 12.57 04/27/18 05/24/18 28 04/27/18 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 7,730 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: 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: 95181011.0210 Service Date: 04/26/18 Report Date: 05/07/18 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: 95181011.0209 Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/25/18 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: 04/26/18 Sample Time: 1330 Sampled By: Daniel Blocker Mix ID: 9458 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 20 Batch Size (cy): 10 Batch Time: 1300 Plant: Placement Method: Direct Discharge Truck No.: 5091 Ticket No.: 10433479 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Pier, Grid Line G/1.5 Test Result Specification Placement Location: Drilled Piers, see report Slump (in): 6 5-7 95181011.0208 Air Content (%): 1.9 0-3 Concrete Temp. (F): 74 50-95 Ambient Temp. (F): 72 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 04/27/18 05/03/18 7 49,250 3,920 4 1 B 4.00 12.57 04/27/18 05/24/18 28 66,280 5,270 4 1 C 4.00 12.57 04/27/18 05/24/18 28 61,490 4,890 5 1 D 4.00 12.57 04/27/18 05/24/18 28 66,310 5,280 3 Average (28 days) 5,150 1 E 04/27/18 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: 95181011.0209 Service Date: 04/26/18 Report Date: 05/25/18 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: 95181011.0209 Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/07/18 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: 1300 Plant: Truck No.: 5091 Ticket No.: 10433479 Field Test Data Test Result Specification Slump (in): 6 5-7 Air Content (%): 1.9 0-3 Concrete Temp. (F): 74 50-95 Ambient Temp. (F): 72 Plastic Unit Wt. (pcf): 148.4 Yield (Cu. Yds.): 44.7 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: Sample Date: 04/26/18 Sample Time: 1330 Sampled By: Daniel Blocker Weather Conditions: Clear Accumulative Yards: 20 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Pier, Grid Line G/1.5 Placement Location: Drilled Piers, see report 28 95181011.0208 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 04/27/18 05/03/18 7 49,250 12.57 04/27/18 05/24/18 28 12.57 04/27/18 05/24/18 28 12.57 04/27/18 05/24/18 28 04/27/18 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 3,920 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: 95181011.0209 Service Date: 04/26/18 Report Date: 05/07/18 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: 95181011.0208 Irerracon Service Date: 04/26/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 1 - rebar 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: 95181011.0208 Service Date: April 26, 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: Dan Blocker Pier Identification 1-1/1.5 G/1.5 E.9/1 E.1/1 A.8/1 Pier Diameter (in.) 30 30 36 36 42 Top of Ground Elevation (ft.) 635.19 635.31 635.34 635.59 636.38 Top of Pier Elevation (ft.) 632.58 632.58 632.58 632.58 632.58 Depth to Bearing Stratum from Ground (ft.) 25.0 26.5 28.0 28.0 27.0 Depth of Pier from Ground (ft.) 35.7 37.3 50.2 48.0 52.0 Required Penetration (ft.) 10.0 10.0 20.0 20.0 25.0 Actual Penetration (ft.) 10.7 10.8 22.2 20.0 25.0 Depth from Top of Concrete (ft.) 33.1 34.7 49.6 45.4 48.2 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Casing Diameter (in.) 32 32 38 38 44 Cased Depth (ft.) 25.0 26.0 28.0 28.0 27.0 Number of Vertical Bars (ea.) 8 8 8 8 8 Reinforcing Bar Size (#) 7 7 8 8 9 Length of Vertical Bars (ft.) 34.5 36.0 46.1 44.5 47.7 Time Drilling was Completed 10:00 AM 11:00 AM 12:00 PM 1:00 PM 3:30 PM Time Concrete was Placed 1:30 PM 2:15 PM 3:00 PM 3:30 PM 4:15 PM Page 1 of 1 Distribution Page Report Number: 95181011.0208 Service Date: 04/26/18 Report Date: 07/02/18 Revision 1 - rebar 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: 95181011.0208 Irerracon Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/11/18 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: 95181011.0208 Service Date: April 26, 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: Dan Blocker Pier Identification 1-1/1.5 G/1.5 E.9/1 E.1/1 A.8/1 Pier Diameter (in.) 30 30 36 36 42 Top of Ground Elevation (ft.) 635.19 635.31 635.34 635.59 636.38 Top of Pier Elevation (ft.) 632.58 632.58 632.58 632.58 632.58 Depth to Bearing Stratum from Ground (ft.) 25.0 26.5 28.0 28.0 27.0 Depth of Pier from Ground (ft.) 35.7 37.3 50.2 48.0 52.0 Required Penetration (ft.) 10.0 10.0 20.0 20.0 25.0 Actual Penetration (ft.) 10.7 10.8 22.2 20.0 25.0 Depth from Top of Concrete (ft.) 33.1 34.7 49.6 45.4 48.2 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Casing Diameter (in.) 32 32 38 38 44 Cased Depth (ft.) 25.0 26.0 28.0 28.0 27.0 Number of Vertical Bars (ea.) 8 8 8 8 8 Reinforcing Bar Size (#) 7 7 8 8 10 Length of Vertical Bars (ft.) 34.5 36.0 46.1 44.5 47.7 Time Drilling was Completed 10:00 AM 11:00 AM 12:00 PM 1:00 PM 3:30 PM Time Concrete was Placed 1:30 PM 2:15 PM 3:00 PM 3:30 PM 4:15 PM Page 1 of 1 Distribution Page Report Number: 95181011.0208 Service Date: 04/26/18 Report Date: 05/11/18 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: 95181011.0206A Irerracon Service Date: 04/26/18 2501 E Loop 820 N Report Date: 05/01/18 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.: 95181011.0206 No. of Cylinders: 1 set of 5 (4x8) Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan 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: 95181011.0206A Service Date: 04/26/18 Report Date: 05/01/18 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) 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