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Home My WebLink AboutFargo Consultants, Inc. - 7/15/20172324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas Contractor: FX Concrete Ticket No.: 1620 Ambient Temp. (°F): 84 Concrete Temp. (°F): 88 Time Batched: 7:49 AM Time Sampled: 8:45 AM Weather Condition: Clear SAMPLE DATE 7/15/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osburn Mix Id Number: F8205 Air Content (%): 4 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point Q-52 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 7/18/2017 37880 3010 1B 7 7/22/2017 43015 3420 1 C 28 8/12/2017 54960 4370 1D 28 8/12/2017 52120 4150 1E Hold Cylinder Type: Nominal Cylinder Size (ASTM C39) 4 -inch by 8 -inch Test Methods: Making and Curing (ASTM C31) Testing Methods (ASTM C39) Remarks: Concrete was conveyed via concrete pump truck. Test locations are referenced using an in-house system and are approximate. Technician M. Strom Fargo Consultants, Inc. Davis Udeogu Project Manager The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition, performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety. Geotechnical Engineering • Construction Materials Testing • Environmental Services www.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas Contractor: FX Concrete Ticket No.: 1633 Ambient Temp. (°F): 82 Concrete Temp. (°F): 91 Time Batched: 10:10 AM Time Sampled: 11:00 AM Weather Condition: Clear SAMPLE DATE 7/15/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osburn Mix Id Number: F8205 Air Content (%): 4.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point N-51 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 7/18/2017 38985 3100 2B 7 7/22/2017 46290 3680 2C 28 8/12/2017 56980 4530 2D 28 8/12/2017 57390 4570 2E Hold Cylinder Type: Nominal Cylinder Size (ASTM C39) 4 -inch by 8 -inch Test Methods: Making and Curing (ASTM C31) Testing Methods (ASTM C39) Remarks: Concrete was conveyed via concrete pump truck. Test locations are referenced using an in-house system and are approximate. Technician M. Strom Fargo Consultants, Inc. Davis Udeogu Project Manager The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition, performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety. Geotechnical Engineering • Construction Materials Testing • Environmental Services www.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas CONCRETE INFORMATION SAMPLE DATE 7/15/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material, LLC Ticket No.: 1648 Plant/Truck: 01 / JGodW Ambient Temp. (°F): 86 Mix Id Number: F8205 Concrete Temp. (°F): 92 Air Content (%): 4.5 (ASTM C231) Time Batched: 12:09 PM Water Added (gal): 0 Time Sampled: 1:00 PM Slump (inches) 5 3/4 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point L-50 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 7/18/2017 34580 2750 313 7 7/22/2017 43035 3420 3C 28 8/12/2017 59400 4730 3D 28 8/12/2017 55860 4450 3E Hold Cylinder Type: Nominal Cylinder Size (ASTM C39) 4 -inch by 8 -inch Test Methods: Making and Curing (ASTM C31) Testing Methods (ASTM C39) Remarks: Concrete was conveyed via concrete pump truck. Test locations are referenced using an in-house system and are approximate. Technician M. Strom Fargo Consultants, Inc. Davis Udeogu Project Manager The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition, performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety. Geotechnical Engineering • Construction Materials Testing • Environmental Services www.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas Contractor: FX Concrete Ticket No.: 1671 Ambient Temp. (°F): 93 Concrete Temp. (°F): 95 Time Batched: 3:57 PM Time Sampled: 4:50 PM Weather Condition: Clear SAMPLE DATE 7/15/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osburn Mix Id Number: F8205 Air Content (%): 6 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point G-47 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 7/18/2017 35640 2840 413 7 7/22/2017 42515 3380 4C 28 8/12/2017 57180 4550 4D 28 8/12/2017 59000 4700 4E Hold Cylinder Type: Nominal Cylinder Size (ASTM C39) 4 -inch by 8 -inch Test Methods: Making and Curing (ASTM C31) Testing Methods (ASTM C39) Remarks: Concrete was conveyed via concrete pump truck. Test locations are referenced using an in-house system and are approximate. Technician M. Strom Fargo Consultants, Inc. Davis Udeogu Project Manager The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition, performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety. Geotechnical Engineering • Construction Materials Testing • Environmental Services www.dagasfargo.com