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Home My WebLink AboutFargo Consultants, Inc. - 3/7/2017 (4)F. GO FAIWID 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.: 3837232 Ambient Temp. (°F): 54 Concrete Temp. (°F): 75 Time Batched: 5:15 AM Time Sampled: 6:15 AM SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 4 Mix Id Number: 9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point Y-36 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 3/10/2017 29370 2340 1 B 7 3/14/2017 47060 3750 1 C 28 4/4/2017 60170 4790 1 D 28 4/4/2017 53880 4290 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.dallasfargo.com , i 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 Contractor: FX Concrete Ticket No.: 3837322 Ambient Temp. (OF): 56 Concrete Temp. (OF): 76 Time Batched: 6:55 AM Time Sampled: 7:32 AM SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 5 Mix Id Number: 9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 5 Slump (inches) 2 3/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point Z-34 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 3/10/2017 1 35140 2800 2B 7 3/14/2017 1 51960 4130 2C 28 4/4/2017 1 60590 4820 2D 28 4/4/2017 63120 1 5020 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 M26� 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 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.: 3837481 Ambient Temp. (OF): 58 Concrete Temp. (OF): 74 Time Batched: 8:01 AM Time Sampled: 8:38 AM Weather Condition: Clear SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 5 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 3 1/2 (ASTM C143) Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point X-35 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3 A 3 3/10/2017 25630 2040 3 B 1 7 3/14/2017 48860 3890 3 C 28 4/4/2017 62040 4940 3 D 28 4/4/2017 64310 5120 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 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.daLfasfafgo.com R1WG0 .. . 1- 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.: 3837724 Ambient Temp. (OF): 62 Concrete Temp. (OF): 73 Time Batched: 9:12 AM Time Sampled: 9:45 AM Weather Condition: Clear SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 5 Mix Id Number: 9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 2 3/4 (ASTM C143) Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point U-33 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number AgeDate Tested Total Load Compressive (days) (pounds) Strength (psi) 4A 3 1 3/10/2017 1 33300 2650 4B 7 3/14/2017 53600 4270 4C 28 4/4/2017 59230 4710 4D 28 4/4/2017 65830 5240 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 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 R970a VARG CONSUIXANT$, 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.: 3838256 Ambient Temp. (°F): 66 Concrete Temp. (°F): 78 Time Batched: 12:09 PM Time Sampled: 12:50 PM Weather Condition: Clear SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 142 / 3 Mix Id Number: 9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 20 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point Z-36 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 1 3 1 3/10/2017 20770 1650 5 B 7 3/14/2017 41920 3340 5 C 28 4/4/2017 43250 3440 5 D 28 4/4/2017 45590 3630 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 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 GQ P R60 CONSULTANTS, XWO. 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.: 3838482 Ambient Temp. (°F): 68 Concrete Temp. (°F): 80 Time Batched: 1:31 PM Time Sampled: 2:00 PM Weather Condition: Clear SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 3 Mix Id Number: 9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point U-35 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6 A 3 3/10/2017 30040 2390 6 B 7 3/14/2017 45110 3590 6 C 28 4/4/2017 50360 4010 6 D 28 4/4/2017 53210 4230 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 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. 'fest 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 dahaslargo. com 4 ma(z O� I•'AROO CONS TLTANT8, INN. 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.: 3838588 Ambient Temp. (°F): 68 Concrete Temp. (°F): 78 Time Batched: 2:30 PM Time Sampled: 2:56 PM Weather Condition: Clear SAMPLE DATE 3/7/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 2 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 3/4 (ASTM C143) Location of Placement: Floor Slab and Footing, Bldg. 1 - Grid Point T-34 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested I Total Load Compressive (days) (pounds) Strength (psi) 7A 3 3/10/2017 J 28460 1 2260 7B 7 3/14/2017 39110 3110 7C 28 4/4/2017 45360 3610 7D 28 4/4/2017 54930 4370 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: 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