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Home My WebLink AboutTerracon - 3/12/2018CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0088A Irerracon Service Date: 03/12/18 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: 5 ReportNo.: 95181011.0088 No. of Cylinders: 1 set of 5 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: 95181011.0088A Service Date: 03/12/18 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: 95181011.0098 Service Date: 03/12/18 2501 E Loop 820 N Report Date: 04/12/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 9041 Supplier: Argos Batch Time: 1414 Truck No.: 5112 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.: 12325567 Result Specification 8 1/2 7.8 56 72 141.6 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/12/18 Sample Time: 1506 Daniel Moreno Clear/No wind 9/16 Batch Size (cy): 9 Bucket & lift Basement Elevator Slab - P5.2 -P6.1/15.28-15.5 Basement Elevator Slab- P5.2-P6.1/15.28-15.5 lab- P5.2-P6.1/15.28-15.5 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 03/19/18 7 75,030 5,970 5 1 B 4.00 12.57 04/09/18 28 99,390 7,910 4 1 C 4.00 12.57 04/09/18 28 91,220 7,260 5 1 D 4.00 12.57 04/09/18 28 97,700 7,770 2 Average (28 days) 7,650 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: 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: 95181011.0098 Service Date: 03/12/18 Report Date: 04/12/18 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) CMG Construction, 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: 95181011.0098 Service Date: 03/12/18 2501 E Loop 820 N Report Date: 03/20/18 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: 9041 Supplier: Argos Batch Time: 1414 Truck No.: 5112 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.: 12325567 Result Specification 8 1/2 7.8 56 72 141.6 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: 03/12/18 Sample Time: 1506 Daniel Moreno Clear/No wind 9/16 Batch Size (cy): 9 Bucket & lift Basement Elevator Slab - P5.2 -P6.1/15.28-15.5 Basement Elevator Slab- P5.2-P6.1/15.28-15.5 lab- P5.2-P6.1/15.28-15.5 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/19/18 7 75,030 04/09/18 28 04/09/18 28 04/09/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 5,970 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: 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: 95181011.0098 Service Date: 03/12/18 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0097 Irerracon Service Date: 03/12/18 2501 E Loop 820 N Report Date: 03/16/18 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 DWG#R00-IE/ Detail: 1 Locations/Items Observed: Basement Elevator Slab- P5.2 -P6.1/15.28-15.5 Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Ber Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Services: Observation of Reinforcing Steel Placement Terracon Rep.: 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: 95181011.0097 Service Date: 03/12/18 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 COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0093 Service Date: 03/12/18 2501 E Loop 820 N Report Date: 04/12/18 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: 9211 Supplier: Argos Batch Time: 1244 Truck No.: 5106 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.: 12325554 Result Specification 6 6-8 2.4 0-3 71 50-95 53 36-100 148.4 Date Date Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/12/18 Sample Time: 1345 Daniel Moreno Clear/No wind 10/30 Batch Size (cy): 10 Direct Discharge Pier- P13/17 Pier- P13/17 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 03/19/18 7 63,050 5,020 4 1 B 4.00 12.57 04/09/18 28 85,150 6,780 4 1 C 4.00 12.57 04/09/18 28 82,210 6,540 5 1 D 4.00 12.57 04/09/18 28 83,660 6,660 2 Average (28 days) 6,660 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: 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: 95181011.0093 Service Date: 03/12/18 Report Date: 04/12/18 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) CMG Construction, 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: 95181011.0093 Service Date: 03/12/18 2501 E Loop 820 N Report Date: 03/20/18 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: 1244 Truck No.: 5106 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.: 12325554 Result Specification 6 6-8 2.4 0-3 71 50-95 53 36-100 148.4 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: Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/12/18 Sample Time: 1345 Daniel Moreno Clear/No wind 10/30 Batch Size (cy): 10 Direct Discharge Pier- P13/17 Pier- P13/17 Age at Maximum Date Date Test Load Received Tested (days) (lbs) 03/19/18 7 63,050 04/09/18 28 04/09/18 28 04/09/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture (psi) Type 5,020 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 Moreno 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: 95181011.0093 Service Date: 03/12/18 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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0092 Irerracon Service Date: 03/12/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 1 - Change locations 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: 95181011.0092 Service Date: March 12, 2018 Client: Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 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 P13/17 P4.9/16.3 P13/16.4 P7/16.3 P8/16.3 Pier Diameter (in.) 48 24 36 24 24 Top of Ground Elevation (ft.) 628.50 626.58 628.80 628.30 627.60 Top of Pier Elevation (ft.) 627.50 629.75 627.50 627.50 627.50 Depth to Bearing Stratum from Ground (ft.) 25.5 21.0 27.0 22.0 24.0 Depth of Pier from Ground (ft.) 52.5 37.4 52.8 38.0 40.5 Required Penetration (ft.) 25.0 16.0 25.0 16.0 16.0 Actual Penetration (ft.) 27.0 16.4 25.8 16.0 16.5 Depth from Top of Concrete (ft.) 48.0 39.0 49.0 36.5 37.5 Condition of Bottom (wet or dry) Wet Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Casing Diameter (in.) 50 26 38 26 26 Cased Depth (ft.) 29.0 28.0 27.5 27.0 29.0 Number of Vertical Bars (ea.) 16 8 12 8 8 Reinforcing Bar Size (#) 10 8 9 8 8 Length of Vertical Bars (ft.) 49.3 41.1 50.8 37.7 39.7 Time Drilling was Completed 10:04 AM 11:40 AM 2:00 PM 5:00 PM 4:00 PM Time Concrete was Placed 2:00 PM 5:30 PM 6:00 PM 6:40 PM 7:20 PM Page 1 of 1 Distribution Page Report Number: 95181011.0092 Service Date: 03/12/18 Report Date: 07/02/18 Revision 1 - Change locations 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: 95181011.0092 Irerracon Service Date: 03/12/18 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 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: 95181011.0092 Service Date: March 12, 2018 Client: Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 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 P/1317 P4.9/16.3 P13/16.4 P7/16.3 P8/16.3 Pier Diameter (in.) 48 24 36 24 24 Top of Ground Elevation (ft.) 628.50 626.58 628.80 628.30 627.60 Top of Pier Elevation (ft.) 627.50 629.75 627.50 627.50 627.50 Depth to Bearing Stratum from Ground (ft.) 25.5 21.0 27.0 22.0 24.0 Depth of Pier from Ground (ft.) 52.5 37.4 52.8 38.0 40.5 Required Penetration (ft.) 25.0 16.0 25.0 16.0 16.0 Actual Penetration (ft.) 27.0 16.4 25.8 16.0 16.5 Depth from Top of Concrete (ft.) 48.0 39.0 49.0 36.5 37.5 Condition of Bottom (wet or dry) Wet Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Casing Diameter (in.) 50 26 38 26 26 Cased Depth (ft.) 29.0 28.0 27.5 27.0 29.0 Number of Vertical Bars (ea.) 16 8 12 8 8 Reinforcing Bar Size (#) 10 8 9 8 8 Length of Vertical Bars (ft.) 49.3 41.1 50.8 37.7 39.7 Time Drilling was Completed 10:04 AM 11:40 AM 2:00 PM 5:00 PM 4:00 PM Time Concrete was Placed 2:00 PM 5:30 PM 6:00 PM 6:40 PM 7:20 PM Page 1 of 1 Distribution Page Report Number: 95181011.0092 Service Date: 03/12/18 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