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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/30/20172324 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 Contractor: Fx Concrete Ticket No.: 795 Ambient Temp. (°F): 75 Concrete Temp. (°F): 75 Time Batched: 7:04 AM Time Sampled: 8:10 AM Weather Condition: Clear SAMPLE DATE 5/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 10 Pour 1 -Grid Point W-41 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 6/2/2017 27305 2170 1B 7 6/6/2017 36645 2920 1 C 28 6/27/2017 38235 3040 1D 28 6/27/2017 38545 3070 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 Contractor: Fx Concrete Ticket No.: 802 Ambient Temp. (°F): 78 Concrete Temp. (°F): 76 Time Batched: 7:56 AM Time Sampled: 9:05 AM Weather Condition: Clear SAMPLE DATE 5/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1005 Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 10 Pour 1 -Grid Point V-40 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 6/2/2017 28475 2270 2B 7 6/6/2017 28950 2300 2C 28 6/27/2017 42890 3410 2D 28 6/27/2017 45405 3610 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 Contractor: Fx Concrete Ticket No.: 807 Ambient Temp. (°F): 85 Concrete Temp. (°F): 76 Time Batched: 10:03 AM Time Sampled: 11:10 AM Weather Condition: Clear SAMPLE DATE 5/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 10 Pour 1 -Grid Point U-40 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 6/2/2017 23445 1870 3B 7 6/6/2017 26515 2110 3C 28 6/27/2017 44695 3560 3D 28 6/27/2017 45185 3600 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 Contractor: Fx Concrete Ticket No.: 811 Ambient Temp. (°F): 88 Concrete Temp. (°F): 82 Time Batched: 10:34 AM Time Sampled: 11:44 AM Weather Condition: Clear SAMPLE DATE 5/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 3/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 10 Pour 1 -Grid Point T-39 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 6/2/2017 24600 1960 4B 7 6/6/2017 25340 2020 4C 28 6/27/2017 38490 3060 4D 28 6/27/2017 39345 3130 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 Contractor: Fx Concrete Ticket No.: 818 Ambient Temp. (°F): 90 Concrete Temp. (°F): 85 Time Batched: 12:09 PM Time Sampled: 1:05 PM Weather Condition: Clear SAMPLE DATE 5/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 10 Pour 1 -Grid Point R-39 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 6/2/2017 23630 1880 5B 7 6/6/2017 28360 2260 5C 28 6/27/2017 42550 3390 5D 28 6/27/2017 44215 3520 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 Contractor: Fx Concrete Ticket No.: 824 Ambient Temp. (°F): 90 Concrete Temp. (°F): 85 Time Batched: 2:58 PM Time Sampled: 4:00 PM Weather Condition: Clear SAMPLE DATE 5/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1005 Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 10 Pour 1 -Grid Point T-42 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 6/2/2017 30125 2400 6B 7 6/6/2017 41110 3270 6C 28 6/27/2017 53665 4270 6D 28 6/27/2017 50190 3990 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