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Home My WebLink AboutFargo Consultants, Inc. - 6/27/20172324 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1329 Ambient Temp. (°F): 77 Concrete Temp. (°F): 71 Time Batched: 7:20 AM Time Sampled: 8:50 AM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point Y-39 SAMPLE DATE 6/27/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1005 Mix Id Number: F8205 Air Content (%): 3.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/4 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 6/30/2017 30810 2450 1B 7 7/4/2017 41880 3330 1 C 28 7/25/2017 55110 4390 1D 28 7/25/2017 59065 4700 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.: 1343 Ambient Temp. (°F): 79 Concrete Temp. (°F): 78 Time Batched: 9:48 AM Time Sampled: 10:40 AM Weather Condition: Clear SAMPLE DATE 6/27/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1005 Mix Id Number: F8205 Air Content (%): 3.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point W-37 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 6/30/2017 31580 2510 2B 7 7/4/2017 37845 3010 2C 28 7/25/2017 56490 4500 2D 28 7/25/2017 52000 4140 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 6/27/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material, LLC Ticket No.: 1354 Plant/Truck: 1 / Osburn Ambient Temp. (°F): 82 Mix Id Number: F8205 Concrete Temp. (°F): 81 Air Content (%): 3.3 (ASTM C231) Time Batched: 11:08 AM Water Added (gal): 0 Time Sampled: 11:45 AM Slump (inches) 5 1/2 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point S-36 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 6/30/2017 32710 2600 313 7 7/4/2017 38000 3020 3C 28 7/25/2017 57200 4550 3D 28 7/25/2017 59425 4730 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 CONCRETE INFORMATION SAMPLE DATE 6/27/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material, LLC Ticket No.: 1365 Plant/Truck: 1 / Osburn Ambient Temp. (°F): 85 Mix Id Number: F8205 Concrete Temp. (°F): 82 Air Content (%): 3.6 (ASTM C231) Time Batched: 2:02 PM Water Added (gal): 0 Time Sampled: 3:00 PM Slump (inches) 5 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point P-33 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 6/30/2017 33520 2670 413 7 7/4/2017 41560 3310 4C 28 7/25/2017 55850 4440 4D 28 7/25/2017 57990 4610 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