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Home My WebLink AboutFargo Consultants, Inc. - 4/26/2017FIRGO 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.: 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 (days) Date Tested Total Load Compressive (pounds) Strength (psi) 1 A 3 1 4/29/2017 33645 1 2680 1B 7 5/3/2017 38875 3090 1 C 28 5/24/2017 55875 4450 1 D 28 5/24/2017 54475 4340 1 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 wwww dallasfargo, com �Ca FAROO CONSULTANTS. MO. 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.: 3940519 Ambient Temp. (°F): 63 Concrete Temp. (°F): 82 Time Batched: 9:09 AM Time Sampled: 9:50 AM SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION 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 1 42865 3410 2B 7 5/3/2017 53780 4280 2C 28 5/24/2017 73750 5870 2D 28 5/24/2017 72620 5780 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. r� Checked i3 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 R97GG NO- rAnao CoNs=An 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.: 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 INFORMATION 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 I (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 4/29/2017 45215 1 3600 3B 1 7 5/3/2017 49250 3920 3C 1 28 5/24/2017 55740 4440 3D 28 5/24/2017 52025 4140 3E I 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. 1'700 2324 Fabens Rd. • Dallas, Texas 75229 FARGO ❑0K8UINA NT!i, tNC:. 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. (°F): 74 Time Batched: 11:17 AM Time Sampled: 12:24 PM Weather Condition: Cloudy SAMPLE DATE 4/26/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 248 Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 3/4 (ASTM C143) 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 Total Load (pounds) Compressive Strength (psi) 4A 1 3 1 4/29/2017 1 29490 1 2350 4B 1 7 1 5/3/2017 1 39775 1 3170 4C 28 5/24/2017 49205 3920 4D 28 5/24/2017 1 59140 4710 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 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.daRasfaigo.com RWG0. FAROO (fO NS U LTANTS. INV 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 I Date Tested Total Load Compressive (days) (pounds) Strength (psi) 5A 3 4/29/2017 31885 2540 5B 7 5/3/2017 35345 2810 5C 28 5/24/2017 52485 4180 5D 28 5/24/2017 52490 4180 5E I 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 • Constructron Materials Tesdng • Environmental Services www.dallasfargo.com �naao corrsuuraN•rss. ��t:. 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 Material, LLC 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 Load (pounds) Compressive Strength (psi) 6A 3 4/29/2017 42760 3400 6B 7 5/3/2017 44165 3510 6C 28 5/24/2017 62050 4940 6D 28 5/24/2017 57025 4540 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. 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 �� 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.: 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 Material, LLC 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 Compressive (pounds) Strength (psi) 7 A 3 4/29/2017 42585 3390 7 B 7 5/3/2017 44200 3520 7 C 28 5/24/2017 64915 5170 7 D 28 5/24/2017 60555 4820 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. 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