Loading...
HomeMy WebLinkAboutFargo Consultants, Inc. - 6/30/20172324 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.: 1416 Ambient Temp. (°F): 84 Concrete Temp. (°F): 78 Time Batched: 7:45 AM Time Sampled: 8:40 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 4 - Grid Point X-53 SAMPLE DATE 6/30/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/4 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 7/3/2017 30010 2390 1B 7 7/7/2017 36460 2900 1 C 28 7/28/2017 50890 4050 1D 28 7/28/2017 45825 3650 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: Informed superintendent of all field test results. 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 Contractor: FX Concrete Ticket No.: 1418 Ambient Temp. (°F): 85 Concrete Temp. (°F): 81 Time Batched: 7:57 AM Time Sampled: 9:03 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 4 - Grid Point Y-54 SAMPLE DATE 6/30/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 7/3/2017 35510 2830 2B 7 7/7/2017 42405 3370 2C 28 7/28/2017 54085 4300 2D 28 7/28/2017 50540 4020 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: Informed superintendent of all field test results. 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 Contractor: FX Concrete Ticket No.: 1421 Ambient Temp. (°F): 86 Concrete Temp. (°F): 84 Time Batched: 8:15 AM Time Sampled: 9:25 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 4 - Grid Point Z-54 SAMPLE DATE 6/30/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 3/4 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 7/3/2017 36550 2910 3B 7 7/7/2017 41190 3280 3C 28 7/28/2017 51460 4100 3D 28 7/28/2017 51670 4110 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: Informed superintendent of all field test results. 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 Contractor: FX Concrete Ticket No.: 1426 Ambient Temp. (°F): 86 Concrete Temp. (°F): 84 Time Batched: 9:25 AM Time Sampled: 10:10 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 4 - Grid Point 1A-55 SAMPLE DATE 6/30/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 7/3/2017 30550 2430 4B 7 7/7/2017 33080 2630 4C 28 7/28/2017 54330 4320 4D 28 7/28/2017 56825 4520 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: Informed superintendent of all field test results. 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 Contractor: FX Concrete Ticket No.: 1432 Ambient Temp. (°F): 87 Concrete Temp. (°F): 86 Time Batched: 10:04 AM Time Sampled: 11:00 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 4 - Grid Point 1C-56 SAMPLE DATE 6/30/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 2.3 (ASTM C231) Water Added (gal): 10 Slump (inches) 7 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 7/3/2017 34780 2770 5B 7 7/7/2017 40175 3200 5C 28 7/28/2017 57860 4600 5D 28 7/28/2017 52300 4160 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: Informed superintendent of all field test results. 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 Contractor: FX Concrete Ticket No.: 1437 Ambient Temp. (°F): 92 Concrete Temp. (°F): 90 Time Batched: 12:21 PM Time Sampled: 1:20 PM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 4 - Grid Point 1A-53 SAMPLE DATE 6/30/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / 1001 Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 7/3/2017 31560 2510 6B 7 7/7/2017 37910 3020 6C 28 7/28/2017 55870 4450 6D 28 7/28/2017 54185 4310 6E 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: Informed superintendent of all field test results. 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