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Home My WebLink AboutFargo Consultants, Inc. - 7/8/20172324 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 Contractor: FX Grapevine Ticket No.: 1507 Ambient Temp. (°F): 80 Concrete Temp. (°F): 84 Time Batched: 7:23 AM Time Sampled: 7:50 AM Weather Condition: Clear SAMPLE DATE 7/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / 1006 Mix Id Number: F8205 Air Content (%): 3.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point K-38 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 7 7/15/2017 47180 3750 1B 28 8/5/2017 52800 4200 1 C 28 8/5/2017 52360 4170 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 A. Mousavi 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 Grapevine Ticket No.: 1517 Ambient Temp. (°F): 80 Concrete Temp. (°F): 85 Time Batched: 8:02 AM Time Sampled: 9:10 AM Weather Condition: Clear SAMPLE DATE 7/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F8205 Air Content (%): 3.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 1/2 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point M-40 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 7 7/15/2017 53845 4280 2B 28 8/5/2017 69530 5530 2C 28 8/5/2017 68250 5430 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 A. Mousavi 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 Grapevine Ticket No.: 1527 Ambient Temp. (°F): 88 Concrete Temp. (°F): 93 Time Batched: 9:34 AM Time Sampled: 10:10 AM Weather Condition: Clear SAMPLE DATE 7/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F8205 Air Content (%): 3.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/5 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point 0-42 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 7 7/15/2017 47510 3780 313 28 8/5/2017 51890 4130 3C 28 8/5/2017 57190 4550 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 A. Mousavi 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 Grapevine Ticket No.: 1537 Ambient Temp. (°F): 91 Concrete Temp. (°F): 95 Time Batched: 11:41 AM Time Sampled: 12:35 PM Weather Condition: Clear SAMPLE DATE 7/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 01 / 1004 Mix Id Number: F8205 Air Content (%): 4.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point Q-41 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 7 7/15/2017 44250 3520 413 28 8/5/2017 60920 4850 4C 28 8/5/2017 61100 4860 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 A. Mousavi 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 Grapevine Ticket No.: 1547 Ambient Temp. (°F): 93 Concrete Temp. (°F): 95 Time Batched: 1:06 PM Time Sampled: 2:10 PM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point R-44 SAMPLE DATE 7/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / Osbur Mix Id Number: F8205 Air Content (%): 3.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 7 7/15/2017 48605 3870 5B 28 8/5/2017 58550 4660 5C 28 8/5/2017 61730 4910 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 A. Mousavi 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