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Home My WebLink AboutFargo Consultants, Inc. - 4/1/2017 (4)Fq7G0 FAnGO QDNSUVrANTe. 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.: 3892838 Ambient Temp. (°F): 62 Concrete Temp. (°F): 85 Time Batched: 6:46 AM Time Sampled: 7:20 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point L-40 SAMPLE DATE 4/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number AgeDate Tested (days) Total Load (pounds) Compressive Strength (psi) 1 A 3 4/4/2017 37560 2990 1B 7 4/8/2017 41250 3280 1 C 28 4/29/2017 54510 4340 1 D 28 4/29/2017 56180 4470 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.daBasfargo.com RPRG0 F'ARGO CONS t1LTANT`:, 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.: 3892919 Ambient Temp. (°F): 64 Concrete Temp. (°F): 84 Time Batched: 7:45 AM Time Sampled: 8:15 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point K-42 SAMPLE DATE 4/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.7 (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) 2 A 1 3 1 4/4/2017 1 36630 1 2920 2 B 1 7 J 4/8/2017 1 45930 3660 2 C 28 1 4/29/2017 1 71380 5680 2 D 28 1 4/29/2017 1 69595 5540 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: 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.dallasfargo.com F►�GO FARGO CONFSU-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.: 3892933 Ambient Temp. (°F): 67 Concrete Temp. (°F): 83 Time Batched: 8:52 AM Time Sampled: 9:30 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point K-41 SAMPLE DATE 4/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 3 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 3 A 3 4/4/2017 35410 2820 3 B 7 4/8/2017 50660 4030 3 C 28 4/29/2017 62945 5010 3 D 28 4/29/2017 64215 5110 3 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 li} 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 LTJ FAROO CONSULTAI T8. M. 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.: 3893435 Ambient Temp. (OF): 70 Concrete Temp. (OF): 92 Time Batched: 9:41 AM Time Sampled: 10:30 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point M-41 SAMPLE DATE 4/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 41 /4 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested I Total Load Compressive (days) (pounds) Strength (psi) 4A 3 4/4/2017 32540 2590 4B 7 4/8/2017 46840 3730 4C 28 1 4/29/2017 1 65625 1 5220 4D 28 4/29/2017 62490 4970 4E Hold 7-71 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