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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/23/20172324 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.: 1224 Ambient Temp. (°F): 83 Concrete Temp. (°F): 76 Time Batched: 7:37 AM Time Sampled: 8:30 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 5 - Grid Point F-44 SAMPLE DATE 6/23/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (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 6/26/2017 29555 2350 1B 7 6/30/2017 30925 2460 1 C 28 7/21/2017 57705 4590 1D 28 7/21/2017 55740 4440 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 Contractor: FX Concrete Ticket No.: 1230 Ambient Temp. (°F): 84 Concrete Temp. (°F): 77 Time Batched: 8:17 AM Time Sampled: 9:12 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 5 - Grid Point H-45 SAMPLE DATE 6/23/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.6 (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) 2A 3 6/26/2017 25440 2020 2B 7 6/30/2017 35000 2790 2C 28 7/21/2017 56775 4520 2D 28 7/21/2017 58040 4620 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 Contractor: FX Concrete Ticket No.: 1240 Ambient Temp. (°F): 87 Concrete Temp. (°F): 78 Time Batched: 9:32 AM Time Sampled: 10:25 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 5 -Grid Point J-46 SAMPLE DATE 6/23/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.9 (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) 3A 3 6/26/2017 27725 2210 3B 7 6/30/2017 37725 3000 3C 28 7/21/2017 56815 4520 3D 28 7/21/2017 54900 4370 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 Contractor: FX Concrete Ticket No.: 1251 Ambient Temp. (°F): 90 Concrete Temp. (°F): 79 Time Batched: 10:43 AM Time Sampled: 11:35 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 5 - Grid Point F-41 SAMPLE DATE 6/23/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn 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) 4A 3 6/26/2017 29850 2380 4B 7 6/30/2017 34460 2740 4C 28 7/21/2017 54340 4320 4D 28 7/21/2017 54960 4370 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1257 Ambient Temp. (°F): 93 Concrete Temp. (°F): 79 Time Batched: 11:27 AM Time Sampled: 12:20 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 5 - Grid Point I-45 SAMPLE DATE 6/23/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.4 (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) 5A 3 6/26/2017 31550 2510 5B 7 6/30/2017 36760 2930 5C 28 7/21/2017 53358 4250 5D 28 7/21/2017 55525 4420 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 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.: 1270 Ambient Temp. (°F): 96 Concrete Temp. (°F): 81 Time Batched: 12:56 PM Time Sampled: 1:50 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 5 - Grid Point H-46 SAMPLE DATE 6/23/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 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) 6A 3 6/26/2017 26880 2140 6B 7 6/30/2017 31055 2470 6C 28 7/21/2017 57275 4560 6D 28 7/21/2017 51420 4090 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: 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