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Home My WebLink AboutFargo Consultants, Inc. - 4/26/2017 (4)FMC70 FAROO 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.: 3940331 Ambient Temp. (OF): 69 Concrete Temp. (OF): 81 Time Batched: 7:25 AM Time Sampled: 9:12 AM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 236 Mix Id Number: 9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 -Grid Point J-29 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested (days) Total Load (pounds) Compressive Strength (psi) 1A 3 4/29/2017 33645 2680 1B 7 5/3/2017 38875 3090 1 C 28 5/24/2017 1D 28 5/24/2017 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. Checked B 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.daLfasfargo.com i OY7 0 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 3940519 Ambient Temp. (OF): 63 Concrete Temp. (OF): 82 Time Batched: 9:09 AM Time Sampled: 9:50 AM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 269 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 -Grid Point J-31 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 4/29/2017 42865 34110 2 B 7 5/3/2017 53780 '4280 2 C 28 5/24/2017 2 D 28 5/24/2017 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 M. Strom Fargo Consultants, Inc. Checked By ca od�_� 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 FGO FARGO 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.: 3940911 Ambient Temp. (°F): 64 Concrete Temp. (°F): 75 Time Batched: 9:55 AM Time Sampled: 10:23 AM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 323 Mix Id Number: 9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 - Grid Point I-29 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 4/29/2017 45215 3600 3B 7 5/3/2017 49250 3920 3C 28 5/24/2017 3D 28 5/24/2017 3H 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. 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 L61a0mmil.- FARGO CONOULTANT9. 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.: 234 Ambient Temp. (°F): 61 Concrete Temp. (OF): 74 Time Batched: 11:17 AM Time Sampled: 12:24 PM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Materials Plant/Truck: 248 Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 3/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 - Grid Point I-30 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 4A 3 4/29/2017 29490 2350 4 B 7 5/3/2017 39775 3170 4 C 28 5/24/2017 4D 28 5/24/2017 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. Checked By a �R� 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 wwwdahaslargo. com R9700 MENNEEMem- PARVO CONSULTANTS. Irro. 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.: 3941298 Ambient Temp. (°F): 60 Concrete Temp. (°F): 75 Time Batched: 11:47 AM Time Sampled: 12:50 PM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 269 Mix Id Number: 9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 - Grid Point H-29 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load Compressive (pounds) Strength (psi) 5 A 3 4/29/2017 31885 2540 5 B 7 5/3/2017 35345 2810 5 C 28 5/24/2017 5 D 28 5/24/2017 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 M. Strom 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 F�C�O FARC40 CONSULTANT'S, LNG. 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.: 238 Ambient Temp. (°F): 58 Concrete Temp. (°F): 73 Time Batched: 12:16 PM Time Sampled: 1:30 PM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Materials Plant/Truck: 1 / 1001 Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 41/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 - Grid Point H-31 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total LoadCompressive (pounds) Strength (psi) 6A 3 4/29/2017 42760 3400 613 7 5/3/2017 44165 3510 6 C 28 5/24/2017 6 D 28 5/24/2017 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, nc. 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.daLfasfargo.com RORGO PA IZU0 CON S 1i LTA TS. 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.: 245 Ambient Temp. (°F): 62 Concrete Temp. (°F): 72 Time Batched: 2:23 PM Time Sampled: 4:06 PM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Materials Plant/Truck: 1 / 1002 Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 12 Pour 1 - Grid Point I-32 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 7 A 1 3 1 4/29/2017 1 42585 3390 7 B 1 7 1 5/3/2017 1 44200 3520 7 C 28 5/24/2017 7 D 28 5/24/2017 7 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 M. Strom Fargo Consultants, Inc. 1 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.daBasfargo.com