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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/24/20172324 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.: 703 Ambient Temp. (°F): 64 Concrete Temp. (°F): 75 Time Batched: 7:22 AM Time Sampled: 8:30 AM Weather Condition: Clear SAMPLE DATE 5/24/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 3 - Grid Point S-8 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 5/27/2017 25650 2040 1B 7 5/31/2017 27560 2190 1 C 28 6/21/2017 44410 3530 1D 28 6/21/2017 43330 3450 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.: 707 Ambient Temp. (°F): 71 Concrete Temp. (°F): 76 Time Batched: 8:15 AM Time Sampled: 11:10 AM Weather Condition: Clear SAMPLE DATE 5/24/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1005 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 3 - Grid Point U-9 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 5/27/2017 31560 2510 2B 7 5/31/2017 37390 2980 2C 28 6/21/2017 46070 3670 2D 28 6/21/2017 41445 3300 2E Hold Fargo Consultants, Inc. rDb��— 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 SAMPLE DATE 5/24/2017 JOB NO.: M16-4962 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 conveyed via concrete pump truck. *Technician informed superintendent of concrete exceeding 90 -minute placement limit, as well as all other field test results. Technician M. Strom Fargo Consultants, Inc. rDq�- 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.: 711 Ambient Temp. (°F): 73 Concrete Temp. (°F): 75 Time Batched: 9:30 AM Time Sampled: 10:30 AM Weather Condition: Clear SAMPLE DATE 5/24/2017 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): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 3 - Grid Point S-9 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 5/27/2017 29990 2390 3B 7 5/31/2017 34995 2780 3C 28 6/21/2017 44925 3580 3D 28 6/21/2017 48790 3880 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 Contractor: FX Concrete Ticket No.: 721 Ambient Temp. (°F): 76 Concrete Temp. (°F): 76 Time Batched: 11:28 AM Time Sampled: 12:20 PM Weather Condition: Clear SAMPLE DATE 5/24/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1005 Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 3 - Grid Point U-8 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 5/27/2017 25400 2020 4B 7 5/31/2017 28075 2230 4C 28 6/21/2017 41750 3320 4D 28 6/21/2017 43575 3470 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.: 724 Ambient Temp. (°F): 81 Concrete Temp. (°F): 77 Time Batched: 2:34 PM Time Sampled: 3:30 PM Weather Condition: Clear SAMPLE DATE 5/24/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1001 Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 3 - Grid Point V-9 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 5/27/2017 35850 2850 5B 7 5/31/2017 47130 3750 5C 28 6/21/2017 52330 4160 5D 28 6/21/2017 53830 4280 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