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Home My WebLink AboutFargo Consultants, Inc. - 3/1/2017 (4)R17700 FAROO 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 CONCRETE INFORMATION Contractor: FX Contractor Ticket No.: 3826768 Ambient Temp. (OF): 53 Concrete Temp. (OF): 65 Time Batched: 6:38 AM Time Sampled: 7:15 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg 1 - Grid Point Z-24 SAMPLE DATE 3/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 1004 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number AgeDate (days) Tested Total Load (pounds) Compressive Strength (psi) 1 A 1 3 1 3/4/2017 1 33440 2660 1B 1 7 1 3/8/2017 35050 2790 1 C 28 3/29/2017 54100 4310 1 D 28 3/29/2017 59030 4700 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 R. Franco 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 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 CONCRETE INFORMATION Contractor: FX Contractor Ticket No.: 3827084 Ambient Temp. (OF): 54 Concrete Temp. (OF): 69 Time Batched: 7:58 AM Time Sampled: 8:35 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg 1 - Grid Point Y-26 SAMPLE DATE 3/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 10 Slump (inches) 41 /2 (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 3/4/2017 36260 2890 2B 7 3/8/2017 39440 3140 2C 28 3/29/2017 56180 4470 2D 28 3/29/2017 55620 4430 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 R. Franco 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. dahasfargo. com FIGO FAROO 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 CONCRETE INFORMATION Contractor: FX Contractor Ticket No.: 3827428 Ambient Temp. (OF): 57 Concrete Temp. (OF): 69 Time Batched: 9:12 AM Time Sampled: 9:55 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg 1 - Grid Point X-27 SAMPLE DATE 3/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.0 (ASTM C231) Water Added (gal): 5 Slump (inches) 41 /2 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load Compressive (pounds) Strength (psi) 3 A 1 3 3/4/2017 1 35030 1 2790 3 B 1 7 3/8/2017 1 39950 3180 3 C 28 3/29/2017 1 49380 3930 3 D 28 3/29/2017 1 56630 4510 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 R. Franco 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 ■ WG0 r FARGO OONSULTANT6. 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 Contractor Ticket No.: 3827691 Ambient Temp. (OF): 60 Concrete Temp. (°F): 71 Time Batched: 10:18 AM Time Sampled: 10:50 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg 1 - Grid Point V-25 SAMPLE DATE 3/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.0 (ASTM C231) Water Added (gal): 5 Slump (inches) 4 1/2 (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 3/4/2017 1 29770 1 2370 4B 7 3/8/2017 1 34460 1 2740 4 C 28 3/29/2017 1 52830 1 4200 4 D 28 3/29/2017 1 55730 1 4430 4 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 R. Franco Fargo Consultants, Inc. Checked By 0 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.daPasfargo.com AW60 FAR06 oofdtau urmN'm. i W" 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 Contractor Ticket No.: 3827948 Ambient Temp. (°F): 61 Concrete Temp. (°F): 69 Time Batched: 11:15 AM Time Sampled: 11:55 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg 1 - Grid Point T-26 SAMPLE DATE 3/1/2017 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): 5 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 5 A 3 3/4/2017 41700 1 3320 5 B 7 3/8/2017 53440 4250 5 C 28 3/29/2017 68390 5440 5 D 28 3/29/2017 72110 5740 5 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 R. Franco Fargo Consultants, Inc. Checked By6Q�l 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 RWC70 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 CONCRETE INFORMATION Contractor: FX Contractor Ticket No.: 3828117 Ambient Temp. (OF): 65 Concrete Temp. (OF): 70 Time Batched: 12:20 PM Time Sampled: 1:30 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg 1 - Grid Point S-27 SAMPLE DATE 3/1/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 5 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 6A 1 3 1 3/4/2017 1 47840 1 3810 6B 1 7 1 3/8/2017 55560 4420 6 C 28 1 3/29/2017 69740 5550 6 D 28 1 3/29/2017 70130 5580 6 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 R. Franco Fargo Consultants, Inc. Checked By e1j, 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 arc 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.daLtasfaTgo.com