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Home My WebLink AboutFargo Consultants, Inc. - 6/29/20172324 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 Contractor: FX Grapevine Ticket No.: 1371 Ambient Temp. (°F): 78 Concrete Temp. (°F): 83 Time Batched: 7:23 AM Time Sampled: 8:50 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 01 / 1006 Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 5 Slump (inches) 4 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 7 7/6/2017 36485 2900 1B 28 7/27/2017 65185 5190 1 C 28 7/27/2017 71135 5660 1D 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. Technician A. Mousavi Fargo Consultants, Inc. rDq�- 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 Grapevine Ticket No.: 1373 Ambient Temp. (°F): 78 Concrete Temp. (°F): 82 Time Batched: 7:37 AM Time Sampled: 9:20 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 2.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 7 7/6/2017 44885 3570 2B 28 7/27/2017 66275 5270 2C 28 7/27/2017 66100 5260 2D 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. Technician A. Mousavi Fargo Consultants, Inc. rDq�- 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 Grapevine Ticket No.: 1379 Ambient Temp. (°F): 78 Concrete Temp. (°F): 82 Time Batched: 8:14 AM Time Sampled: 9:35 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 2.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/4 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 7 7/6/2017 35985 2860 3B 28 7/27/2017 52810 4200 3C 28 7/27/2017 53870 4290 3D 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. Technician A. Mousavi Fargo Consultants, Inc. rDq�- 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 Grapevine Ticket No.: 1384 Ambient Temp. (°F): 81 Concrete Temp. (°F): 85 Time Batched: 9:31 AM Time Sampled: 10:55 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1005 Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 7 7/6/2017 40620 3230 4B 28 7/27/2017 58570 4660 4C 28 7/27/2017 63440 5050 4D 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. Technician A. Mousavi Fargo Consultants, Inc. rDq�- 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 Grapevine Ticket No.: 1388 Ambient Temp. (°F): 82 Concrete Temp. (°F): 95 Time Batched: 10:10 AM Time Sampled: 11:10 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 4 1/4 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 7/2/2017 30110 2400 5B 7 7/6/2017 40750 3240 5C 28 7/27/2017 53570 4260 5D 28 7/27/2017 52510 4180 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. Technician F. Parwa Fargo Consultants, Inc. rDW;��- 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 Grapevine Ticket No.: 1395 Ambient Temp. (°F): 85 Concrete Temp. (°F): 92 Time Batched: 10:52 AM Time Sampled: 11:50 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 2.8 (ASTM C231) Water Added (gal): 15 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 7/2/2017 29850 2380 6B 7 7/6/2017 34120 2720 6C 28 7/27/2017 57100 4540 6D 28 7/27/2017 53780 4280 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. Technician F. Parwa Fargo Consultants, Inc. rDW;��- 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 Grapevine Ticket No.: 1399 Ambient Temp. (°F): 87 Concrete Temp. (°F): 95 Time Batched: 11:46 AM Time Sampled: 12:40 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 3.5 (ASTM C231) Water Added (gal): 15 Slump (inches) 5 3/4 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 7A 3 7/2/2017 30580 2430 7B 7 7/6/2017 36335 2890 7C 28 7/27/2017 56460 4490 7D 28 7/27/2017 50880 4050 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. Technician F. Parwa Fargo Consultants, Inc. rDW;��- 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 Grapevine Ticket No.: 1405 Ambient Temp. (°F): 90 Concrete Temp. (°F): 98 Time Batched: 12:24 PM Time Sampled: 2:20 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 3 Pour 2 SAMPLE DATE 6/29/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 20 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete ( 3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 8A 3 7/2/2017 32550 2590 8B 7 7/6/2017 42370 3370 8C 28 7/27/2017 57290 4560 8D 28 7/27/2017 55835 4440 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. Technician F. Parwa Fargo Consultants, Inc. rDW;��- 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