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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/14/20172324 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 Concrete Ticket No.: 4037299 Ambient Temp. (°F): 79 Concrete Temp. (°F): 78 Time Batched: 5:17 AM Time Sampled: 5:45 AM SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 342 / 0000 Mix Id Number: F8205 Air Content (%): 4.4 (ASTM C231) Water Added (gal): 20 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point 0-12 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 6/17/2017 38830 3090 1B 7 6/21/2017 41910 3340 1 C 28 7/12/2017 61590 4900 1D 28 7/12/2017 59505 4740 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 Contractor: Fx Concrete Ticket No.: 4037530 Ambient Temp. (°F): 80 Concrete Temp. (°F): 84 Time Batched: 6:41 AM Time Sampled: 7:15 AM SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 267 / 0000 Mix Id Number: F8205 Air Content (%): 4.9 (ASTM C231) Water Added (gal): 15 Slump (inches) 7 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point Q-17 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 6/17/2017 26400 2100 2B 7 6/21/2017 34200 2720 2C 28 7/12/2017 57265 4560 2D 28 7/12/2017 56630 4510 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.: 4037774 Ambient Temp. (°F): 83 Concrete Temp. (°F): 86 Time Batched: 7:45 AM Time Sampled: 9:16 AM Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point Y-22 SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 267 / 0000 Mix Id Number: F8205 Air Content (%): 3.8 (ASTM C231) Water Added (gal): 15 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) 3A 3 6/17/2017 28270 2250 313 7 6/21/2017 43685 3480 3C 28 7/12/2017 58895 4690 3D 28 7/12/2017 59850 4760 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 Contractor: Fx Concrete Ticket No.: 1036 Ambient Temp. (°F): 85 Concrete Temp. (°F): 85 Time Batched: 7:49 AM Time Sampled: 10:00 AM SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1005 Mix Id Number: F8205 Air Content (%): 3.4 (ASTM C231) Water Added (gal): 10 Slump (inches) 2 1/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point U-24 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 6/17/2017 37270 2970 413 7 6/21/2017 47270 3760 4C 28 7/12/2017 54570 4340 4D 28 7/12/2017 51575 4100 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 SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 Contractor: Fx Concrete Concrete Supplier: FX Material Ticket No.: 1042 Plant/Truck: 01 / Osbur Ambient Temp. (°F): 87 Mix Id Number: F8205 Concrete Temp. (°F): 92 Air Content (%): 5.8 (ASTM C231) Time Batched: 10:00 AM Water Added (gal): 0 Time Sampled: 11:19 AM Slump (inches) 6 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point T-22 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 6/17/2017 28325 2250 513 7 6/21/2017 39495 3140 5C 28 7/12/2017 56440 4490 5D 28 7/12/2017 57980 4610 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 SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 Contractor: Fx Concrete Concrete Supplier: Martin Marietta Ticket No.: 4039422 Plant/Truck: 1001 / 0000 Ambient Temp. (°F): 90 Mix Id Number: F8205 Concrete Temp. (°F): 90 Air Content (%): 3.8 (ASTM C231) Time Batched: 12:48 PM Water Added (gal): 15 Time Sampled: 1:35 PM Slump (inches) 5 1/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point S-26 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 6/17/2017 30220 2400 613 7 6/21/2017 42420 3380 6C 28 7/12/2017 55320 4400 6D 28 7/12/2017 55295 4400 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 SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 Contractor: Fx Concrete Concrete Supplier: FX Material Ticket No.: 1062 Plant/Truck: 01 / Osbur Ambient Temp. (°F): 92 Mix Id Number: F8205 Concrete Temp. (°F): 93 Air Content (%): 5.4 (ASTM C231) Time Batched: 2:25 PM Water Added (gal): 0 Time Sampled: 3:20 PM Slump (inches) 7 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point S-29 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 7A 3 6/17/2017 29985 2390 7B 7 6/21/2017 41105 3270 7C 28 7/12/2017 62870 5000 7D 28 7/12/2017 61840 4920 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 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.: 1068 Ambient Temp. (°F): 92 Concrete Temp. (°F): 93 Time Batched: 2:53 PM Time Sampled: 3:45 PM Weather Condition: Cloudy Location of Placement: Fire Lane - North Site Grid Point S-31 SAMPLE DATE 6/14/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 01 / 1005 Mix Id Number: F8205 Air Content (%): 4.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/4 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 8A 3 6/17/2017 39975 3180 813 7 6/21/2017 48800 3880 8C 28 7/12/2017 68240 5430 8D 28 7/12/2017 65055 5180 SE 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