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Home My WebLink AboutFargo Consultants, Inc. - 7/27/20172324 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.: 1856 Ambient Temp. (°F): 85 Concrete Temp. (°F): 92 Time Batched: 7:47 AM Time Sampled: 9:06 AM Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point Z-43 SAMPLE DATE 7/27/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 1 / Osbur Mix Id Number: F8205 Air Content (%): 4 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 14 8/10/2017 50220 4000 1B 28 8/24/2017 53370 4250 1 C 28 8/24/2017 52770 4200 1D 28 8/24/2017 53475 4260 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 CONCRETE INFORMATION SAMPLE DATE 7/27/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material Ticket No.: 1861 Plant/Truck: 1 / Osbur Ambient Temp. (°F): 87 Mix Id Number: F8205 Concrete Temp. (°F): 93 Air Content (%): 4.4 (ASTM C231) Time Batched: 8:19 AM Water Added (gal): 0 Time Sampled: 9:35 AM Slump (inches) 6 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point N-48 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 14 8/10/2017 53555 4260 2B 28 8/24/2017 54170 4310 2C 28 8/24/2017 55540 4420 2D 28 8/24/2017 57155 4550 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 7/27/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material Ticket No.: 1870 Plant/Truck: 1 / Osbur Ambient Temp. (°F): 91 Mix Id Number: F8205 Concrete Temp. (°F): 94 Air Content (%): 4.2 (ASTM C231) Time Batched: 10:10 AM Water Added (gal): 0 Time Sampled: 11:00 AM Slump (inches) 6 1/4 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point R-49 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 14 8/10/2017 55825 4440 313 28 8/24/2017 56525 4500 3C 28 8/24/2017 57200 4550 3D 28 8/24/2017 56050 4460 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 7/27/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material Ticket No.: 1884 Plant/Truck: 1 / Osbur Ambient Temp. (°F): 94 Mix Id Number: F8205 Concrete Temp. (°F): 95 Air Content (%): 4.5 (ASTM C231) Time Batched: 12:18 PM Water Added (gal): 5 Time Sampled: 1:08 PM Slump (inches) 6 1/4 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point U-49 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 14 8/10/2017 52450 4170 413 28 8/24/2017 56885 4530 4C 28 8/24/2017 54460 4330 4D 28 8/24/2017 59765 4760 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 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.: 1894 Ambient Temp. (°F): 98 Concrete Temp. (°F): 95 Time Batched: 1:53 PM Time Sampled: 2:50 PM Weather Condition: Clear SAMPLE DATE 7/27/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1006 Mix Id Number: F8205 Air Content (%): 4 (ASTM C231) Water Added (gal): 5 Slump (inches) 7 (ASTM C143) Location of Placement: Fire Lane - South Site Grid Point W-47 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 14 8/10/2017 56885 4530 5B 28 8/24/2017 57255 4560 5C 28 8/24/2017 60005 4780 5D 28 8/24/2017 57635 4590 5E 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