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Home My WebLink AboutFargo Consultants, Inc. - 3/30/2017 (5)R 0 FARdo 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 Concrete Ticket No.: 3886829 Ambient Temp. (°F): 54 Concrete Temp. (°F): 62 Time Batched: 8:32 AM Time Sampled: 9:15 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 - Grid Point L-26 SAMPLE DATE 3/30/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 01 Mix Id Number: 9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 1 A 3 4/2/2017 34730 2760 1 B 7 4/6/2017 41870 3330 1 C 28 4/27/2017 62745 4990 1 D 28 4/27/2017 56050 4460 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: Informed superintendent of all field test results. Test locations are referenced using an in-house system and are approximate. Technician C. Lewis 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.dallasfa,rgo.com LJU20 FARGO CONSULTANTS, INC. 2324 Fabens Rd. • Dallas,, Texas 75229 Tel. 214-352-4100 Fax. 214 -352 - CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas CONCRETE INFORMATION Contractor: Fx Concrete Ticket No.: 3887051 Ambient Temp. (°F): 61 Concrete Temp. (°F): 71 Time Batched: 9:14 AM Time Sampled: 10:00 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 - Grid Point M-25 SAMPLE DATE 3/30/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 01 Mix Id Number: 9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age Date Tested I Total Load Compressive (days) (pounds) Strength 2A 3 4/2/2017 29780 2370 2B 7 4/6/2017 33200 2640 2 C 28 4/27/2017 53140 4230 2 D 28 1 4/27/2017 L 48450 1 3860 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 C. Lewis Fargo Consultants, Inc. _ Checked By i Davis Udeogii 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 FR760 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 Contractor: Fx Concrete Ticket No.: 3887174 Ambient Temp. (OF): 61 Concrete Temp. (OF): 71 Time Batched: 10:05 AM Time Sampled: 10:45 AM Weather Condition: Clear SAMPLE DATE 3/30/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 01 Mix Id Number: 9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 18 - Grid Point K-24.5 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 3 A 3 4/2/2017 31960 2540 3 B 7 4/6/2017 39930 3180 3 C 28 4/27/2017 48920 3890 3 D 28 4/27/2017 54330 4320 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: Informed superintendent of all field test results. Test locations are referenced using an in-house system and are approximate. Technician C. Lewis 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 F197GO MEMENERva- FARGO OONStrLTANTS. 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.: 3887471 Ambient Temp. (°F): 61 Concrete Temp. (°F): 71 Time Batched: 10:41 AM Time Sampled: 11:25 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 - Grid Point K-23 SAMPLE DATE 3/30/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 01 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 4/2/2017 35060 2790 413 7 4/6/2017 45460 3620 4C 1 28 4/27/2017 67655 5380 4D 28 4/27/2017 62080 4940 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 C. Lewis 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 • Entironmental Services www dallasfargo. com F0"GD 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 Concrete Ticket No.: 3887676 Ambient Temp. (OF): 63 Concrete Temp. (OF): 74 Time Batched: 11:26 AM Time Sampled: 12:20 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 - Grid Point M-23 SAMPLE DATE 3/30/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 01 Mix Id Number: 9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 3/4 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) J Compressive Strength (psi) 5A 3 4/2/2017 43310 1 3450 5B 7 4/6/2017 47970 3820 5 C 28 4/27/2017 69000 5490 5 D 28 4/27/2017 67335 5360 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: Informed superintendent of all field test results. Test locations are referenced using an in-house system and are approximate. Technician C. Lewis Fargo Consultants, Inc. Checked By &I �r_ 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 tivwR : dallasfargo. com