The URL can be used to link to this page

Home My WebLink AboutTerracon - 4/23/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0196 Service Date: 04/23/18 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: 04/23/18 Sample Time: 1145 Sampled By: Daniel Blocker Mix ID: 9458 Weather Conditions: clear Supplier: Argos Accumulative Yards: 28 Batch Size (cy): 8 Batch Time: 1100 Plant: Placement Method: direct discharge Truck No.: cy17 Ticket No.: 11024976 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: piers @ GL ( D/2) Test Result Specification Placement Location: see report 0195 Slump (in): 6 5-7 Air Content (%): 2.0 0-3 Concrete Temp. (F): 65 45-95 Ambient Temp. (F): 65 35-100 Plastic Unit Wt. (pcf): 148.8 Yield (Cu. Yds.): 44.8 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/30/18 7 53,690 4,270 4 1 B 4.00 12.57 05/21/18 28 69,370 5,520 3 1 C 4.00 12.57 05/21/18 28 74,490 5,930 4 1 D 4.00 12.57 05/21/18 28 74,060 5,890 2 Average (28 days) 5,780 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: 95181011.0196 Service Date: 04/23/18 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: 95181011.0196 Service Date: 04/23/18 2501 E Loop 820 N Report Date: 05/01/18 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: 1100 Plant: Truck No.: cy17 Ticket No.: 11024976 Field Test Data Test Result Specification Slump (in): 6 5-7 Air Content (%): 2.0 0-3 Concrete Temp. (F): 65 45-95 Ambient Temp. (F): 65 35-100 Plastic Unit Wt. (pcf): 148.8 see report 0195 Yield (Cu. Yds.): 44.8 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: 04/23/18 Sample Time: 1145 Sampled By: Daniel Blocker Weather Conditions: clear Accumulative Yards: 28 Batch Size (cy): 8 Placement Method: direct discharge Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: piers @ GL ( D/2) Placement Location: see report 0195 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 04/30/18 7 53,690 12.57 05/21/18 28 12.57 05/21/18 28 12.57 05/21/18 28 Hold Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 4,270 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: 95181011.0196 Service Date: 04/23/18 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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0195 Irerracon Service Date: 04/23/18 2501 E Loop 820 N Report Date: 04/27/18 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: 95181011.0195 Service Date: April 23, 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 C/2 D/2 E/2.2 E.3/3.7 E.7/1.7 F/2.2 Pier Diameter (in.) 36 36 42 30 30 42 Top of Ground Elevation (ft.) 635.71 635.62 635.28 635.49 635.45 635.31 Top of Pier Elevation (ft.) 629.25 629.25 629.25 627.08 627.08 629.25 Depth to Bearing Stratum from Ground (ft.) 27.0 27.0 27.0 27.0 27.0 27.0 Depth of Pier from Ground (ft.) 47.3 47.0 53.0 37.4 37.5 52.2 Required Penetration (ft.) 20.0 20.0 25.0 10.0 10.0 25.0 Actual Penetration (ft.) 20.3 20.0 26.0 10.4 10.5 25.2 Depth from Top of Concrete (ft.) 40.9 40.7 47.0 29.1 29.2 21.0 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.) 38 38 44 32 32 44 Cased Depth (ft.) 27.0 27.0 27.0 27.0 27.0 27.0 Number of Vertical Bars (ea.) 8 8 8 8 8 8 Reinforcing Bar Size (#) 8 8 9 7 7 9 Length of Vertical Bars (ft.) 40.3 40.1 46.5 28.5 28.5 47.1 Time Drilling was Completed 9:00 AM 10:30 AM 11:00 AM 1:00 PM 2:10 PM 4:00 PM Time Concrete was Placed 1:00 PM 1:30 PM 2:15 PM 3:15 PM 4:15 PM 5:30 PM Page 1 of 1 Distribution Page Report Number: 95181011.0195 Service Date: 04/23/18 Report Date: 04/27/18 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