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Home My WebLink AboutTerracon - 3/26/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0137 Service Date: 03/26/18 2501 E Loop 820 N Report Date: 04/27/18 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: 03/26/18 Sample Time: 1145 Sampled By: Daniel Blocker Mix ID: 9458 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 24 Batch Size (cy): 10 Batch Time: 1111 Plant: 123 Placement Method: Truck No.: 6029 Ticket No.: 12326229 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Pier, Grid Line C.6/12 Test Result Specification Placement Location: Drilled Piers, see report Slump (in): 6 5 -7 95181011.0136 Air Content (%): 1.6 0 - 3 Concrete Temp. (F): 65 Ambient Temp. (F): 66 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 03/27/18 04/02/18 7 28,040 2,230 4 1 B 4.00 12.57 03/27/18 04/23/18 28 49,020 3,900 4 1 C 4.00 12.57 03/27/18 04/23/18 28 47,120 3,750 3 1 D 4.00 12.57 03/27/18 04/23/18 28 49,940 3,970 2 Average (28 days) 3,870 1 E 03/27/18 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: 95181011.0137 Service Date: 03/26/18 Report Date: 04/27/18 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) 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: 95181011.0137 Service Date: 03/26/18 2501 E Loop 820 N Report Date: 04/12/18 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: 1111 Plant: 123 Truck No.: 6029 Ticket No.: 12326229 Field Test Data Test Result Slump (in): 6 Air Content (%): 1.6 Concrete Temp. (F): 65 Ambient Temp. (F): 66 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 Initial Cure: Outside Final Cure: Moist Comments: 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: Area Date Date (sq in) Received Tested 12.57 03/27/18 04/02/18 12.57 03/27/18 04/23/18 12.57 03/27/18 04/23/18 12.57 03/27/18 04/23/18 03/27/18 Final Cure: Moist Room 03/26/18 Sample Time: 1145 Daniel Blocker Clear 24 Batch Size (cy): 10 Pier, Grid Line C.6/12 Drilled Piers, see report 95181011.0136 Age at Maximum Test Load (days) (lbs) 7 28,040 28 28 28 Hold Compressive Strength Fracture (psi) Type 2,230 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: 95181011.0137 Service Date: 03/26/18 Report Date: 04/12/18 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 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0136 Irerracon Service Date: 03/26/18 2501 E Loop 820 N Report Date: 04/02/18 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: 95181011.0136 Service Date: March 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 C.6/12 C.6/11 E.2/11 E.2/12 C.6/13 Pier Diameter (in.) 36 36 42 42 36 Top of Ground Elevation (ft.) 622.11 623.06 622.74 622.34 621.24 Top of Pier Elevation (ft.) 622.25 622.25 622.25 622.25 622.25 Depth to Bearing Stratum from Ground (ft.) 22.0 23.0 18.5 18.0 18.0 Depth of Pier from Ground (ft.) 42.2 43.7 43.6 44.0 38.0 Required Penetration (ft.) 20.0 20.0 25.0 25.0 20.0 Actual Penetration (ft.) 20.2 20.7 25.1 26.0 20.0 Depth from Top of Concrete (ft.) 41.6 42.9 42.9 43.4 37.0 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.) 38 38 44 44 38 Cased Depth (ft.) 22.0 22.0 18.5 20.0 20.0 Number of Vertical Bars (ea.) 8 8 8 8 8 Reinforcing Bar Size (#) 8 8 9 9 8 Length of Vertical Bars (ft.) 42.3 43.7 42.9 43.4 38.7 Time Drilling was Completed 10:00 AM 11:30 AM 12:40 PM 2:00 PM 3:40 PM Time Concrete was Placed 1:50 PM 2:45 PM 4:30 PM 5:45 PM 6:30 PM Page 1 of 1 Distribution Page Report Number: 95181011.0136 Service Date: 03/26/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (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 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0134 Service Date: 03/26/18 2501 E Loop 820 N Report Date: 04/02/18 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 Optimum Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) 1 95181011.0006 Dark Reddish Brown Sandy Clay ASTM D698 18.1 106.4 +4 +93 2 95181011.0006 Dark Reddish Brown Sandy Clay ASTM D698 18.1 106.4 +3/-1 +95 Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pct) (%) Backfill for N side parking garage basement wall 1 NE side of wall Final 1 6 123.3 22.3 22.1 101.0 95 2 North side of wall Final 1 6 121.3 22.5 22.8 98.8 93 Ditch for crane on the NE of parking garage 3 Final 1 6 132.8 24.0 22.1 108.8 100+ NWC of job not moisture conditioning 4 30 FT East from corner Final 2 6 127.4 19.4 18.0 108.0 100+ 5 60 FT E of corner Final 2 6 129.9 19.6 17.8 110.3 100+ Datum: S/N: Make: Model: Last Cal. Date: 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.: Brandon Martin Reported To: David with Manhattan Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: John, Tupa 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: 95181011.0134 Service Date: 03/26/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (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