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Home My WebLink AboutFargo Consultants, Inc. - 3/28/2017 (5)R93GO FARGO CONSULTANTS, 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.: 3881613 Ambient Temp. (OF): 65 Concrete Temp. (OF): 76 Time Batched: 4:52 AM Time Sampled: 5:30 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point L-42 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 3.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1 A 3 3/31/2017 25640 1 2040 1B 7 4/4/2017 37320 1 2970 1 C 28 4/25/2017 51560 1 4100 1 D 28 4/25/2017 49850 3970 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 T. Yates 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 dallasfatgo. com o kL- FARGO CON$V7:i'ANT . 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.: 3881754 Ambient Temp. (OF): 65 Concrete Temp. (OF): 74 Time Batched: 5:57 AM Time Sampled: 6:15 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point K-41 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 3.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (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) 2A 3 3/31/2017 30220 2400 2B 7 4/4/2017 36930 2940 2 C 28 4/25/2017 49880 3970 2D_ 28 4/25/2017 52684 4190 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 T. Yates 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.daffaslargo.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 Concrete Ticket No.: 3881967 Ambient Temp. (OF): 67 Concrete Temp. (OF): 75 Time Batched: 7:20 AM Time Sampled: 7:50 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point M-40 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 3.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (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) 3A 3 3/31/2017 31410 2500 3B 7 4/4/2017 38510 3060 3C 28 4/25/2017 48860 3890 3D 28 4/25/2017 47810 3800 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: Informed superintendent of all field test results. Test locations are referenced using an in-house system and are approximate. Technician T. Yates Fargo Consultants, Inc. Checked B 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 4 mazalh.- VARGO 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.: 3881795 Ambient Temp. (OF): 7 Concrete Temp. (OF): 71 Time Batched: 8:23 AM Time Sampled: 9:00 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point L-40 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 4.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 41 /2 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested (days) Total Load Compressive (pounds) Strength (psi) 4A 3 1 3/31/2017 1 32670 2600 4B 7 1 4/4/2017 1 32780 2610 4C 28 4/25/2017 57695 4590 4D 28 4/25/2017 61010 4860 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 T. Yates 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 18700 F'fiii CiO C<)NSUUrANT;, TN(`. 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.: 3882292 Ambient Temp. (°F): 67 Concrete Temp. (°F): 75 Time Batched: 8:04 AM Time Sampled: 9:55 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point K-39 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 3.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (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) 5 A 3 3/31/2017 26450 2100 5B 7 4/4/2017 29080 2310 5C 28 4/25/2017 47975 3820 5D 28 4/25/2017 48935 3890 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. Test locations are referenced using an in-house system and are approximate. Technician T. Yates 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.dafiasfatgo.com L;U60 FARGO CONSULTANTS, IN 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.: 3882501 Ambient Temp. (OF): 67 Concrete Temp. (OF): 76 Time Batched: 8:34 AM Time Sampled: 10:00 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point L-38 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 3.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 41/2 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested Total Load Compressive (days) (pounds) Strength (psi) 6A 3 3/31/2017 33160 264077 6B 7 4/4/2017 31980 2540 6C 28 4/25/2017 48345 3850 6D 28 4/25/2017 52660 4190 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. Test locations are referenced using an in-house system and are approximate. Technician T. Yates 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 F9 GO 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.: 3882504 Ambient Temp. (OF): 67 Concrete Temp. (OF): 75 Time Batched: 8:51 AM Time Sampled: 10:15 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 2 - Grid Point M-37 SAMPLE DATE 3/28/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 3.2 (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) I Date Tested Total Load (pounds) Compressive Strength (psi) 7A 3 3/31/2017 28680 2280 7B 1 7 4/4/2017 33620 2680 7C 28 4/25/2017 56370 4490 7D 28 4/25/2017 52030 4140 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. Test locations are referenced using an in-house system and are approximate. Technician T. Yates 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