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Home My WebLink AboutFargo Consultants, Inc. - 4/22/2017■ I ,I 1 GLS FARGO CONSULTANTS, INC. 2324 Fabens Rd. • Dallas, Texas 75229 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.: 3933443 Ambient Temp. (OF): 54 Concrete Temp. (OF): 82 Time Batched: 6:54 AM Time Sampled: 7:40 AM SAMPLE DATE 4/22/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 196 / 0000 Mix Id Number: F8205 Air Content (%): 4.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 41 /2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point 0-24 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age Date Tested Total Load Compressive (days) (pounds) Strength (psi) 1A 3 1 4/25/2017 37850 3010 113 7 4/29/2017 45015 3580 1 C 28 5/20/2017 59470 4730 1D 28 5/20/2017 61580 4900 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 A. Nabizadah Fargo Consultants, Inc. Checked By 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.dallasfargo.com R-2 GG VAIW0 0ONS ULTANT3, INC. 2324 Fabens Rd. • Dallas, Texas 75229 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.: 3933511 Ambient Temp. (°F): 55 Concrete Temp. (°F): 85 Time Batched: 8:41 AM Time Sampled: 9:10 AM Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point 0-21 SAMPLE DATE 4/22/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 271 / 0000 Mix Id Number: F8205 Air Content (%): 5 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete (4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 1 3 4/25/2017 40550 3230 2 B 1 7 4/29/2017 47200 3760 2 C 28 5/20/2017 59705 4750 2D 28 5/20/2017 62345 4960 2 E 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. Nabizadah Fargo Consultants, Inc. Checked By 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.daAasfargo.com Flo VAn00 CONAUX.rANTa, INC. 2324 Fabens Rd. • Dallas, Texas 75229 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.: 3933773 Ambient Temp. (°F): 57 Concrete Temp. (°F): 85 Time Batched: 10:45 AM Time Sampled: 11:07 AM Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point R-18 SAMPLE DATE 4/22/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 333 / 0000 Mix Id Number: F8205 Air Content (%): 4 (ASTM C231) Water Added (gal): 0 Slump (inches) 3 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 4/25/2017 36800 2930 3B 7 4/29/2017 43780 3480 3C 28 5/20/2017 80140 6380 3D 28 5/20/2017 80915 6440 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 A. Nabizadah Fargo Consultants, Inc. Checked By nAt 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 wwww dallasfargo. com Llv�(30� FARGO CONSULTANTS. INC. 2324 Fabens Rd. • Dallas, Texas 75229 Tel. 214-352-4100 Fax. 214-352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas I CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 3933828 Ambient Temp. (°F): 57 Concrete Temp. (°F): 83 Time Batched: 11:26 AM Time Sampled: 12:10 PM Weather Condition: Cloudy Location of Placement: Fire Lane -South Site Grid Point N-18 SAMPLE DATE 4/22/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 1003 / 0000 Mix Id Number: F8205 Air Content (%): 4.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete (4000 psi/28 days) Cylinder Number Age I Date Tested I Total Load Compressive (days) (pounds) Strength (psi) 4A 3 4/25/2017 39850 3170 4B 7 4/29/2017 46740 3720 4C 28 5/20/2017 62345 4960 4D 28 5/20/2017 60830 4840 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 A. Nabizadah Fargo Consultants, Inc. Checked By �4_z 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 daBasfargo. com F► n.G0 rARGO CONSULTANTS; INO. 2324 Fabens Rd. • Dallas, Texas 75229 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.: 3933895 Ambient Temp. (°F): 57 Concrete Temp. (°F): 82 Time Batched: 1:20 PM Time Sampled: 1:55 PM Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point S-14 SAMPLE DATE 4/22/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 143 / 0000 Mix Id Number: F8205 Air Content (%): 5.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 7 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age I Date Tested Total Load Compressive (days) (pounds) Strength (psi) 5 A 3 4/25/2017 33580 2670 5 B 7 4/29/2017 45395 3610 5 C 28 5/20/2017 67765 5390 5 D 28 5/20/2017 67285 5350 5 E 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. Nabizadah Fargo Consultants, Inc. Checked By 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.daffasfargo.com