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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/10/2017FARGO 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.: 3971071 Ambient Temp. (OF): 73 Concrete Temp. (OF): 75 Time Batched: 6:32 AM Time Sampled: 7:15 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 264 Mix Id Number: F9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 - Grid Point T-17 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 5/13/2017 33105 2630 1B 7 5/17/2017 39790 3170 1 C 28 6/7/2017 53510 4260 1D 28 6/7/2017 52415 4170 1E 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 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.: 3971301 Ambient Temp. (OF): 73 Concrete Temp. (°F): 76 Time Batched: 7:18 AM Time Sampled: 7:50 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 - Grid Point U-19 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 2A 3 5/13/2017 35940 2860 2B 7 5/17/2017 39655 3160 2 C 28 6/7/2017 55105 4390 77 2 D 28 6/7/2017 51470 4100 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 wwwdallasfargo. com AW60 FAROO CONSULT'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 Contractor: FX Concrete Ticket No.: 3971774 Ambient Temp. (°F): 73 Concrete Temp. (°F): 76 Time Batched: 8:29 AM Time Sampled: 9:00 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 - Grid Point U-16 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load Compressive (pounds) Strength (psi) 3A 3 5/13/2017 36030 2870 3B 7 5/17/2017 41560 3310 3C 28 6/7/2017 49065 3900 3D 28 6/7/2017 45105 3590 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: 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 Matetials Testing • Environmental Services www, dallasfargo. com FARCO CONSULTANT$, 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.: 3971782 Ambient Temp. (OF): 75 Concrete Temp. (OF): 76 Time Batched: 8:41 AM Time Sampled: 9:30 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 - Grid Point V-19 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested (days) Total Load (pounds) Compressive Strength (psi) 4A 3 5/13/2017 28200 2240 —71 4B 7 5/17/2017 32715 2600 4 C 28 6/7/2017 54550 4340 4D 28 6/7/2017 53485 4260 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 M. Strom Fargo Consultants, Inc. 1 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 R:oo 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.: 3972324 Ambient Temp. (OF): 76 Concrete Temp. (OF): 78 Time Batched: 9:45 AM Time Sampled: 10:10 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 -Grid Point W-19 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 5A 3 5/13/2017 30815 2450 5B 7 5/17/2017 33630 2680 5C 28 6/7/2017 43730 34807777 5D 28 6/7/2017 45945 3660 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: 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 Lluzonwha.- FAIWO tlONOXY1 A` NTS. 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.: 3972501 Ambient Temp. (°F): 78 Concrete Temp. (°F): 78 Time Batched: 10:12 AM Time Sampled: 10:40 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 5 Slump (inches) 6 1/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 - Grid Point V-21 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested Total Load (days) (pounds) Compressive Strength (psi) 6A 3 5/13/2017 36580 2910 6B 7 5/17/2017 41135 3270 6C 28 6/7/2017 45335 3610 6D 28 6/7/2017 48670 3870 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: 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. 1 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.daBasfatgo.com ■ / 7G� R MIN054_ FAFA0 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.: 3972790 Ambient Temp. (°F): 79 Concrete Temp. (°F): 77 Time Batched: 11:19 AM Time Sampled: 11:50 AM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 61/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 - Grid Point X-20 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load I Compressive (pounds) Strength (psi) 7A 1 3 1 5/13/2017 1 38685 3080 7B 1 7 5/17/2017 1 40385 3210 7C 28 6/7/2017 53700 4270 7D 28 6/7/2017 52575 4180 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.daBasfargo.com FAROO DONSULTAN :S, MCI. 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.: 3973110 Ambient Temp. (OF): 79 Concrete Temp. (OF): 79 Time Batched: 12:20 PM Time Sampled: 12:45 PM SAMPLE DATE 5/10/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Mariettta Plant/Truck: 141 / MT276 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 20 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 14 Pour 1 -Grid Point T-18 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number 1. Age (days) Date Tested I Total Load (pounds) I I Compressive Strength (psi) 8A 3 J 5/13/2017 1 31310 1 2490 8B 7 5/17/2017 32060 2550 8C 28 6/7/2017 45435 3620 8D 28 6/7/2017 46580 3710 8E 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.da,ffasfargo.com