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Home My WebLink AboutFargo Consultants, Inc. - 5/16/2017■► V F'ARGOOONSUI.TANTS, 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.: 3983699 Ambient Temp. (OF): 72 Concrete Temp. (OF): 75 Time Batched: 6:10 AM Time Sampled: 7:10 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 16 - Grid Point Y-14 SAMPLE DATE 5/16/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 0.8 (ASTM C231) Water Added (gal): 5 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load Compressive (pounds) Strength (psi) 1 A 3 5/19/2017 38265 1 3050 1B 7 5/23/2017 39800 1 3170 1 C 28 6/13/2017 45225 3600 1 D 28 6/13/2017 42755 3400 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: Concrete was conveyed via concrete pump truck. 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.daLfasfargo.com ■■ 7 O YAnG0 CGNAULTANT4. 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.: 3984395 Ambient Temp. (°F): 74 Concrete Temp. (°F): 75 Time Batched: 8:26 AM Time Sampled: 9:00 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 16 - Grid Point Z-19 SAMPLE DATE 5/16/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 236 Mix Id Number: F9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 5/19/2017 33640 2680 2 B 7 5/23/2017 35480 2820 2 C 28 6/13/2017 41975 3340 2D J 28 1 6/13/2017 44325 1 3530 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: Concrete was conveyed via concrete pump truck. Test locations are referenced using an in-house system and are approximate. Technician M. Strom Fargo Consultants, Inc. Checked By Davis Udeo 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 L1rV=G=0=b6._ FARGO CONSULTANTS, IPo. 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.: 577 Ambient Temp. (OF): 74 Concrete Temp. (°F): 75 Time Batched: 8:00 AM Time Sampled: 9:20 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 16 - Grid Point Z-20 SAMPLE DATE 5/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / 1001 Mix Id Number: F9506 Air Content (%): 0.5 (ASTM C231) Water Added (gal): 20 Slump (inches) 9 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load Compressive (pounds) Strength (psi) 3 A 3 5/19/2017 33730 2680 3B 7 5/23/2017 39635 3150 3C 28 6/13/2017 45870 3650 3D 28 6/13/2017 50175 3990 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: Concrete was conveyed via concrete pump truck. 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 u, a : dallasfargo, com ■ Iq7G0 FARGO C O N$ U I -TA NT :3. I x C 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.: 3984917 Ambient Temp. (OF): 76 Concrete Temp. (OF): 76 Time Batched: 9:57 AM Time Sampled: 10:30 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 16 -Grid Point Y-15 SAMPLE DATE 5/16/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 10 Slump (inches) 7 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 4A 3 5/19/2017 36065 2870 4B 7 5/23/2017 38220 3040 4C 28 6/13/2017 49070 3900 4D 28 6/13/2017 48950 3900 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: Concrete was conveyed via concrete pump truck. Test locations are referenced using an in-house system and are approximate. Technician M. Strom Fargo Consultants, Inc. Checked By rib 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. dallaslargo, com FGD �� FARGO CONSULTANTa, 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.: 584 Ambient Temp. (°F): 81 Concrete Temp. (°F): 76 Time Batched: 10:46 AM Time Sampled: 11:40 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 16 - Grid Point Y-15 SAMPLE DATE 5/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 10 Slump (inches) 9 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 5/19/2017 36575 2910 5B 7 5/23/2017 38490 3060 5C 28 6/13/2017 40355 3210 5D 1 28 1 6/13/2017 1 43460 j 3460 J 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: Concrete was conveyed via concrete pump truck. 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.da&sfargo.com