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Home My WebLink AboutTerracon - 6/15/2018FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0306 Service Date: 06/15/18 2501 E Loop 820 N Report Date: 06/20/18 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 Lab Test Data Project Requirements Mat. Proctor No. Ref. No. 1 95181011.0005 Field Test Data Classification and Description Dark Brown Sandy Clay Test No. Test Location Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water 8 Content Density Content Compaction (%) (pcf) (%) (%) 21.9 99.6 Min 25.9 Min 93 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 6" Grease Trap 84 See Attachment Test #1 F.G. 1 8 118.4 24.6 26.2 93.8 94 Retaining Wall 85 See Attachment Test #2 1 st Lift 1 8 119.9 24.7 25.9 95.2 96 86 2nd Lift 1 8 118.1 24.9 26.7 93.2 94 87 3rd Lift 1 8 120.4 25.1 26.3 95.3 96 88 4th Lift 1 8 119.5 25.7 27.4 93.8 94 89 5th Lift 1 8 119.8 26.3 28.1 93.5 94 Datum: Moisture Condition Std. Cut. M:2214 Std. Cut. D: 676 S/N: 31150 Make: Troxler Model: 3430 Last Cal. Date: 04/28/2017 Comments: Test and/or retest results on this report meet project requirements as noted above. Contractor excavated down for density testing. Services: Terracon Rep.: Carlos Vela Reported To: Doroteo w/Manhattan Contractor: Report Distribution: See attached distribution list. Test Methods: ASTM D6938 Reviewed By: _ --Lto Tul 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. cRoo07, 11-16-12, Rev.7 Page 1 of 1 FIELD DENSITY TESTING REPORT Irerracon Report Number: 95181011.0306 Service Date: 06/15/18 2501 E Loop 820 N Report Date: 06/20/18 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 - -1 5r 1k - fIM _ � r'f �. � • : � � Fes' -'� � 1_•_ r 7 �r est #1 r r Services: Terracon Rep.: Carlos Vela Reported To: Doroteo w/Manhattan Contractor: Report Distribution: See attached distribution list. Reviewed By: 2. �,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. se0001, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: 95181011.0306 Service Date: 06/15/18 Report Date: 06/20/18 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 COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0304 Service Date: 06/15/18 2501 E Loop 820 N Report Date: 07/19/18 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: 06/15/18 Sample Time: 0830 Sampled By: Daniel Blocker Mix ID: 9621 Weather Conditions: Clear Supplier: Argos Accumulative Yards: 30 Batch Size (cy): 10 Batch Time: 0742 Plant: 123 Placement Method: Pump Truck No.: 5114 Ticket No.: 12329590 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Grid Line P7.5/16.7 Test Result Specification Placement Location: Garage, SOG, Grid Line P5 -P7/16-17 Slump (in): 6 5-7 and P7 -P9/16.3-17 Air Content (%): 5.0 3-6 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 88 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 06/16/18 06/22/18 7 43,310 3,450 5 1 B 4.00 12.57 06/16/18 07/13/18 28 50,940 4,050 3 1 C 4.00 12.57 06/16/18 07/13/18 28 51,510 4,100 4 1 D 4.00 12.57 06/16/18 07/13/18 28 54,000 4,300 4 Average (28 days) 4,150 1 E 06/16/18 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: 95181011.0304 Service Date: 06/15/18 Report Date: 07/19/18 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: 95181011.0304 Service Date: 06/15/18 2501 E Loop 820 N Report Date: 06/26/18 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: 9621 Supplier: Argos Batch Time: 0742 Truck No.: 5114 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.: 12329590 Set Specimen Avg Diam. Result No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 06/16/18 Initial Cure: Outside 7 Comments: 6 5.0 90 88 145.6 44.0 Specification 5-7 3-6 50-95 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 06/16/18 06/22/18 7 43,310 12.57 06/16/18 07/13/18 28 12.57 06/16/18 07/13/18 28 12.57 06/16/18 07/13/18 28 06/16/18 Hold Final Cure: Moist Room 06/15/18 Sample Time: 0830 Daniel Blocker Clear 30 Batch Size (cy): 10 Pump Grid Line P7.5/16.7 Garage, SOG, Grid Line P5 -P7/16-17 and P7 -P9/16.3-17 Compressive Strength Fracture Tested (psi) Type By 3,450 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: 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: 95181011.0304 Service Date: 06/15/18 Report Date: 06/26/18 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: 95181011.0302A Service Date: 06/15/18 Report Date: 06/20/18 Irerracon 2501 E Loop 820 N 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 On June, 15th, 2018, a representative of Terracon was present at the above referenced project to obtain # 1 set of 5 concrete test cylinders cast on June 14th, 2018. The samples were taken back to the Terracon laboratory where they were cured under general accordance with ASTM C31 and will be reported under separate cover 95181011.0302. Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: �Mn, 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, 9-28-10, Rev.8 Page 1 of 1 Distribution Page Report Number: 95181011.0302A Service Date: 06/15/18 Report Date: 06/20/18 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