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Home My WebLink AboutTerracon - 4/04/2018CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0148A Irerracon Service Date: 04/04/18 2501 E Loop 820 N Report Date: 04/16/18 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 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5 Report No.: 95181011.0148 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: 95181011.0148A Service Date: 04/04/18 Report Date: 04/16/18 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0153 Service Date: 04/04/18 2501 E Loop 820 N Report Date: 05/09/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/04/18 Sample Time: 1630 Sampled By: Daniel Blocker Mix ID: 1877 Weather Conditions: clear Supplier: Argos Accumulative Yards: 5 Batch Size (cy): 5 Batch Time: 1618 Plant: Placement Method: bucket Truck No.: 5104 Ticket No.: 12326473 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: pier cap @ GL( P5/15.5) Test Result Specification Placement Location: Pier caps same as sample location Slump (in): 4 3-5 Air Content (%): 5.6 4.5-7.5 Concrete Temp. (F): 62 50-95 Ambient Temp. (F): 70 Plastic Unit Wt. (pcf): 145.6 Yield (Cu. Yds.): 44.0 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 04/11/18 7 61,030 4,860 5 1 B 4.00 12.57 05/02/18 28 86,400 6,880 4 1 C 4.00 12.57 05/02/18 28 80,600 6,410 4 1 D 4.00 12.57 05/02/18 28 83,760 6,670 5 Average (28 days) 6,650 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 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: 95181011.0153 Service Date: 04/04/18 Report Date: 05/09/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) 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: 95181011.0153 Service Date: 04/04/18 2501 E Loop 820 N Report Date: 04/16/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 1877 Supplier: Argos Batch Time: 1618 Plant: Truck No.: 5104 Ticket No.: 12326473 Field Test Data Test Result Specification Slump (in): 4 3-5 Air Content (%): 5.6 4.5-7.5 Concrete Temp. (F): 62 50-95 Ambient Temp. (F): 70 28 Plastic Unit Wt. (pcf): 145.6 05/02/18 Yield (Cu. Yds.): 44.0 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 61,030 Initial Cure: Outside 05/02/18 Comments: 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 04/11/18 7 61,030 12.57 05/02/18 28 12.57 05/02/18 28 12.57 05/02/18 28 Hold Final Cure: Moist Room 04/04/18 Sample Time: 1630 Daniel Blocker clear 5 Batch Size (cy): 5 bucket pier cap @ GL( P5/15.5) Pier caps same as sample location Compressive Strength Fracture Tested (psi) Type By 4,860 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 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: 95181011.0153 Service Date: 04/04/18 Report Date: 04/16/18 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: 95181011.0152 Service Date: 04/04/18 2501 E Loop 820 N Report Date: 04/16/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Lab Test Data Project Requirements Mat. Proctor No. Ref. No. 1 95181011.0004 Field Test Data Classification and Description Yellowish Brown Clayey Sand Test No. Test Location Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 18.4 106.2 Min/+3 Min 93 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 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: 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 Electrical Conduits (P10 -P11/16.8) 1 P10.3/16.8 1 1 6 123.7 23.2 23.1 100.5 95 2 P10.7/16.8 2 1 6 122.9 22.7 22.7 100.2 94 Exterior Basement Wall (P4/15-16) 3 P4/15.2 9 1 6 123.7 23.2 23.1 100.5 95 4 P4/15.8 9 1 6 123.2 23.5 23.6 99.7 94 Datum: Temporary Data Electric power for Crane. Std. Cut. M:677 Std. Cut. D: 2047 S/N: 32312 Make: Troxler Model: 3440 Last Cal. Date: 06/02/2016 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: 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: 95181011.0152 Service Date: 04/04/18 Report Date: 04/16/18 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0151 Service Date: 04/04/18 2501 E Loop 820 N Report Date: 05/09/18 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: 04/04/18 Sample Time: 1200 Sampled By: Daniel Blocker Mix ID: 9458 Weather Conditions: clear Supplier: Argos Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 1115 Plant: Placement Method: pump Truck No.: 5112 Ticket No.: 12326445 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: Piers @ GL (G/6.9) Test Result Specification Placement Location: see report 0150 Slump (in): 6 5-7 Air Content (%): 2.0 0-3 Concrete Temp. (F): 65 50-95 Ambient Temp. (F): 72 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 Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/11/18 7 36,690 2,920 4 1 B 4.00 12.57 05/02/18 28 52,110 4,150 5 1 C 4.00 12.57 05/02/18 28 54,090 4,300 4 1 D 4.00 12.57 05/02/18 28 53,540 4,260 2 Average (28 days) 4,240 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 Construction 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: 95181011.0151 Service Date: 04/04/18 Report Date: 05/09/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) 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: 95181011.0151 Service Date: 04/04/18 2501 E Loop 820 N Report Date: 04/16/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 9458 Supplier: Argos Batch Time: 1115 Plant: Truck No.: 5112 Ticket No.: 12326445 Field Test Data Test Result Specification Slump (in): 6 5-7 Air Content (%): 2.0 0-3 Concrete Temp. (F): 65 50-95 Ambient Temp. (F): 72 Plastic Unit Wt. (pcf): 148.8 Yield (Cu. Yds.): 44.8 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: 04/04/18 Sample Time: 1200 Sampled By: Daniel Blocker Weather Conditions: clear Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Piers @ GL (G/6.9) Placement Location: see report 0150 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 04/11/18 7 36,690 12.57 05/02/18 28 12.57 05/02/18 28 12.57 05/02/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 2,920 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 Construction 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: 95181011.0151 Service Date: 04/04/18 Report Date: 04/16/18 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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0150 Irerracon Service Date: 04/04/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 1 - Correct reinforcing steel 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: 95181011.0150 Service Date: April 4, 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 G/6.9 E.7/6.9 D/5 E.1/7 Pier Diameter (in.) 54 54 36 54 Top of Ground Elevation (ft.) 623.16 623.18 623.81 623.27 Top of Pier Elevation (ft.) 616.25 618.25 622.25 618.25 Depth to Bearing Stratum from Ground (ft.) 19.0 18.0 18.0 18.0 Depth of Pier from Ground (ft.) 44.8 43.1 38.5 43.3 Required Penetration (ft.) 25.0 25.0 20.0 25.0 Actual Penetration (ft.) 25.8 25.1 20.5 25.3 Depth from Top of Concrete (ft.) 38.8 38.1 37.0 38.2 Condition of Bottom (wet or dry) Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Casing Diameter (in.) 56 56 38 56 Cased Depth (ft.) 22.0 23.0 20.0 23.0 Number of Vertical Bars (ea.) 18 18 8 18 Reinforcing Bar Size (#) 10 10 8 10 Length of Vertical Bars (ft.) 44.2 42.2 36.5 42.6 Time Drilling was Completed 9:30 AM 11:15 AM 12:15 PM 2:10 PM Time Concrete was Placed 12:40 PM 1:50 PM 3:30 PM 4:40 PM Page 1 of 1 Distribution Page Report Number: 95181011.0150 Service Date: 04/04/18 Report Date: 07/02/18 Revision 1 - Correct reinforcing steel 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: 95181011.0150 Irerracon Service Date: 04/04/18 2501 E Loop 820 N Report Date: 04/18/18 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: 95181011.0150 Service Date: April 4, 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 G/6.9 E.7/6.9 D/5 E.1/7 Pier Diameter (in.) 54 54 36 54 Top of Ground Elevation (ft.) 623.16 623.18 623.81 623.27 Top of Pier Elevation (ft.) 616.25 618.25 622.25 618.25 Depth to Bearing Stratum from Ground (ft.) 19.0 18.0 18.0 18.0 Depth of Pier from Ground (ft.) 44.8 43.1 38.5 43.3 Required Penetration (ft.) 25.0 25.0 20.0 25.0 Actual Penetration (ft.) 25.8 25.1 20.5 25.3 Depth from Top of Concrete (ft.) 38.8 38.1 37.0 38.2 Condition of Bottom (wet or dry) Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Casing Diameter (in.) 56 56 38 56 Cased Depth (ft.) 22.0 23.0 20.0 23.0 Number of Vertical Bars (ea.) 18 10 8 10 Reinforcing Bar Size (#) 9 9 8 9 Length of Vertical Bars (ft.) 44.2 42.2 36.5 42.6 Time Drilling was Completed 9:30 AM 11:15 AM 12:15 PM 2:10 PM Time Concrete was Placed 12:40 PM 1:50 PM 3:30 PM 4:40 PM Page 1 of 1 Distribution Page Report Number: 95181011.0150 Service Date: 04/04/18 Report Date: 04/18/18 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