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Home My WebLink AboutTerracon - 5/31/2018FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0273 Service Date: 05/31/18 2501 E Loop 820 N Report Date: 06/05/18 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 95181011.0253 Crushed Concrete ASTM D698 11.7 119.9 Optimum +98 2 95181011.0006 Dark Reddish Brown Sandy Clay ASTM D698 18.1 106.4 Min/+3 +93 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) (%) Parking garage @ grid line Pl-P4/15-16 69 P4/15.1 Final 1 8 128.5 15.0 13.2 113.5 95 70 P1/15 Final 1 8 133.9 15.2 12.8 118.7 99 71 P1/16 Final 1 8 128.9 14.6 12.8 114.3 95 Parking garage @ Grid line B5 -B6/16-16.4 72 B5/16.2 1st 2 8 128.2 22.6 21.4 105.6 99 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: __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: 95181011.0273 Service Date: 05/31/18 Report Date: 06/05/18 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 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0275 Service Date: 05/31/18 2501 E Loop 820 N Report Date: 06/05/18 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 95181011.0253 Field Test Data Classification and Description Crushed Concrete Test No. Test Location Parking Garage - Paving Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 11.7 119.9 Opt + >98 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 73 Retest of 69 FG 1 8 132.2 14.4 12.2 74 Retest of 71 FG 1 8 131.4 14.0 11.9 Datum: S/N: Make: Model: Comments: Test and/or retest results on this report meet project requirements as noted above. 117.8 98 117.4 98 Last Cal. Date: Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Adam Wood Reported To: 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 Distribution Page Report Number: 95181011.0275 Service Date: 05/31/18 Report Date: 06/05/18 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: 95181011.0274 Service Date: 05/31/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 2 - 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: 9727 Supplier: Argos Batch Time: 1323 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.: 12329037 Result Specification 6 6-8 4.0 2.5-5.5 90 50-95 90 Date Date 146.0 Load Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 05/31/18 Sample Time: 1430 Adam Wood Sunny 10 Batch Size (cy): 10 Bucket & lift 10 Approx. Bottom 3rd of Wall at P8/16.8 Columns P2/18, P3/18 Wall P8/16.4-17 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 06/04/18 4 57,090 4,540 4 1 B 4.00 12.57 06/07/18 7 67,660 5,380 5 1 C 4.00 12.57 06/28/18 28 78,340 6,230 2 1 D 4.00 12.57 06/28/18 28 79,730 6,340 2 1 E 4.00 12.57 06/28/18 28 78,590 6,250 4 Average (28 days) 6,280 1 F 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.: Adam Wood 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: 95181011.0274 Service Date: 05/31/18 Report Date: 07/02/18 Revision 2 - 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: 95181011.0274 Service Date: 05/31/18 2501 E Loop 820 N Report Date: 06/08/18 Revision 1 - 7 -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 Specimen Avg Diam. Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Date Date Material Information Load Strength Sample Information No. Specified Strength: 5,000 psi @ 28 days Sample Date: 05/31/18 Sample Time: 1430 (lbs) (psi) Type By Sampled By: Adam Wood Mix ID: 9727 12.57 06/04/18 Weather Conditions: Sunny Supplier: Argos 4 1 Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 1323 Plant: 123 Placement Method: Bucket & lift Truck No.: 5112 Ticket No.: 12329037 Water Added Before (gal): 10 Field Test Data 28 Water Added After (gal): 1 D 4.00 Sample Location: Approx. Bottom 3rd of Wall at P8/16.8 Test Result Specification Placement Location: Columns P2/18, P3/18 Slump (in): 6 6-8 06/28/18 Wall P8/16.4-17 Air Content (%): 4.0 2.5-5.5 1 F Concrete Temp. (F): 90 50-95 Hold Ambient Temp. (F): 90 Initial Cure: Outside Plastic Unit Wt. (pcf): 146.0 Yield (Cu. Yds.): 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 06/04/18 4 57,090 4,540 4 1 B 4.00 12.57 06/07/18 7 67,660 5,380 5 1 C 4.00 12.57 06/28/18 28 1 D 4.00 12.57 06/28/18 28 1 E 4.00 12.57 06/28/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Adam Wood 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: 95181011.0274 Service Date: 05/31/18 Report Date: 06/08/18 Revision 1 - 7 -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: 95181011.0274 Service Date: 05/31/18 2501 E Loop 820 N Report Date: 06/06/18 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 Specimen Avg Diam. Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Date Date Material Information Strength Fracture Tested No. Sample Information (in) Specified Strength: 5,000 psi @ 28 days Sample Date: 05/31/18 Sample Time: 1430 A 4.00 12.57 Sampled By: Adam Wood Mix ID: 9727 1 B Weather Conditions: Sunny Supplier: Argos 7 Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 1323 Plant: 123 Placement Method: Bucket & lift Truck No.: 5112 Ticket No.: 12329037 Water Added Before (gal): 10 Field Test Data 1 Water Added After (gal): 4.00 12.57 06/28/18 28 Sample Location: Approx. Bottom 3rd of Wall at P8/16.8 Test Result Specification Placement Location: Columns P2/18, P3/18 Slump (in): 6 6-8 Wall P8/16.4-17 Air Content (%): 4.0 2.5-5.5 Concrete Temp. (F): 90 50-95 Ambient Temp. (F): 90 Plastic Unit Wt. (pcf): 146.0 Yield (Cu. Yds.): 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 06/04/18 4 57,090 4,540 4 1 B 4.00 12.57 06/07/18 7 1 C 4.00 12.57 06/28/18 28 1 D 4.00 12.57 06/28/18 28 1 E 4.00 12.57 06/28/18 28 1 F Hold Initial Cure: Outside Final Cure: Moist Room Comments: 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.: Adam Wood 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: 95181011.0274 Service Date: 05/31/18 Report Date: 06/06/18 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