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Home My WebLink AboutFargo Consultants, Inc. - 5/26/20172324 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 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: Martin Marietta Ticket No.: 4005078 Plant/Truck: 141 / 249 Ambient Temp. (°F): 77 Mix Id Number: F8205 Concrete Temp. (°F): 76 Air Content (%): 3.8 (ASTM C231) Time Batched: 6:23 AM Water Added (gal): 0 Time Sampled: 7:00 AM Slump (inches) 5 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane -South Site Grid Point Q-11 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 5/29/2017 32615 2600 1B 7 6/2/2017 38000 3020 1 C 28 6/23/2017 68080 5420 1D 28 6/23/2017 64070 5100 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 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 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material Ticket No.: 736 Plant/Truck: 1 / 297 Ambient Temp. (°F): 80 Mix Id Number: F8205 Concrete Temp. (°F): 78 Air Content (%): 4.4 (ASTM C231) Time Batched: 7:32 AM Water Added (gal): 0 Time Sampled: 8:20 AM Slump (inches) 4 1/2 (ASTM C143) Weather Condition: Clear Location of Placement: Fire Lane -South Site Grid Point U-11 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 5/29/2017 38570 3070 2B 7 6/2/2017 39695 3160 2C 28 6/23/2017 58975 4690 2D 28 6/23/2017 55710 4430 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: 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. 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.: 4005917 Ambient Temp. (°F): 84 Concrete Temp. (°F): 77 Time Batched: 8:39 AM Time Sampled: 9:30 AM Weather Condition: Clear Location of Placement: Fire Lane -South Site Grid Point Y-11 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 249 Mix Id Number: F8205 Air Content (%): 3.9 (ASTM C231) Water Added (gal): 45 Slump (inches) 8 (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 5/29/2017 28280 2250 313 7 6/2/2017 38650 3080 3C 28 6/23/2017 50810 4040 3D 28 6/23/2017 52945 4210 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 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.: 767 Ambient Temp. (°F): 93 Concrete Temp. (°F): 79 Time Batched: 11:46 AM Time Sampled: 12:40 PM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point F-9 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 1 / 720 Mix Id Number: F8205 Air Content (%): 3.8 (ASTM C231) Water Added (gal): 20 Slump (inches) 8 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 5/29/2017 38315 3050 413 7 6/2/2017 40890 3250 4C 28 6/23/2017 57110 4540 4D 28 6/23/2017 56525 4500 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 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.: 778 Ambient Temp. (°F): 95 Concrete Temp. (°F): 80 Time Batched: 1:04 PM Time Sampled: 2:05 PM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point H-9 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 1 / 297 Mix Id Number: F8205 Air Content (%): 3.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 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 3 5/29/2017 40040 3190 5B 7 6/2/2017 42940 3420 5C 28 6/23/2017 52320 4160 5D 28 6/23/2017 57705 4590 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: 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. 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.: 4007673 Ambient Temp. (°F): 94 Concrete Temp. (°F): 81 Time Batched: 2:37 PM Time Sampled: 4:00 PM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point I-9 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 211 Mix Id Number: F8205 Air Content (%): 3.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 5/29/2017 34065 2710 613 7 6/2/2017 37935 3020 6C 28 6/23/2017 52560 4180 6D 28 6/23/2017 56330 4480 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: 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. 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.: 792 Ambient Temp. (°F): 94 Concrete Temp. (°F): 82 Time Batched: 3:10 PM Time Sampled: 4:30 PM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point K-9 SAMPLE DATE 5/26/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 1 / 297 Mix Id Number: F8205 Air Content (%): 3.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 7A 3 5/29/2017 31250 2490 7B 7 6/2/2017 35630 2840 7C 28 6/23/2017 59830 4760 7D 28 6/23/2017 61065 4860 7E 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. 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