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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/8/20172324 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.: 973 Ambient Temp. (°F): 75 Concrete Temp. (°F): 76 Time Batched: 7:07 AM Time Sampled: 8:00 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 8 - Grid Point Q-51 SAMPLE DATE 6/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 274 Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 10 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 7 6/15/2017 42645 3390 1B 28 7/6/2017 52000 4140 1 C 28 7/6/2017 58900 4690 1D 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. 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 978 Ambient Temp. (°F): 78 Concrete Temp. (°F): 76 Time Batched: 7:44 AM Time Sampled: 8:50 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 8 - Grid Point P-50 SAMPLE DATE 6/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1003 Mix Id Number: F9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 7 6/15/2017 39635 3150 2B 28 7/6/2017 52335 4160 2C 28 7/6/2017 54905 4370 2D 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. 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 982 Ambient Temp. (°F): 80 Concrete Temp. (°F): 77 Time Batched: 9:08 AM Time Sampled: 9:55 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 8 - Grid Point 0-49 SAMPLE DATE 6/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 274 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 4 1/4 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 7 6/15/2017 44215 3520 3B 28 7/6/2017 51545 4100 3C 28 7/6/2017 57550 4580 3D 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. 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 989 Ambient Temp. (°F): 81 Concrete Temp. (°F): 78 Time Batched: 10:03 AM Time Sampled: 11:00 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 8 - Grid Point N-49 SAMPLE DATE 6/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1001 Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 7 6/15/2017 38470 3060 4B 28 7/6/2017 57240 4560 4C 28 7/6/2017 53310 4240 4D 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. 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 993 Ambient Temp. (°F): 83 Concrete Temp. (°F): 79 Time Batched: 10:43 AM Time Sampled: 11:30 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 8 - Grid Point M-48 SAMPLE DATE 6/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 274 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 7 6/15/2017 33150 2640 5B 28 7/6/2017 46480 3700 5C 28 7/6/2017 48145 3830 5D 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. 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1000 Ambient Temp. (°F): 85 Concrete Temp. (°F): 80 Time Batched: 12:44 PM Time Sampled: 1:45 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 8 - Grid Point P-51 SAMPLE DATE 6/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1003 Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 1/4 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 7 6/15/2017 36840 2930 6B 28 7/6/2017 51005 4060 6C 28 7/6/2017 54790 4360 6D 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. 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