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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/17/20172324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1117 Ambient Temp. (°F): 82 Concrete Temp. (°F): 83 Time Batched: 7:51 AM Time Sampled: 8:45 AM Weather Condition: Clear SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 7 (ASTM C143) Location of Placement: Floor Slab, Bldg. 3 Pour 1 - Grid Point K-45 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 6/20/2017 25785 2050 1B 7 6/24/2017 40005 3180 1 C 28 7/15/2017 51775 4120 1D 28 7/15/2017 52255 4160 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. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1123 Ambient Temp. (°F): 83 Concrete Temp. (°F): 83 Time Batched: 8:25 AM Time Sampled: 9:20 AM Weather Condition: Clear SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 3 Pour 1 - Grid Point L-46 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 6/20/2017 33830 2690 2B 7 6/24/2017 45775 3640 2C 28 7/15/2017 67170 5350 2D 28 7/15/2017 61620 4900 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. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1136 Ambient Temp. (°F): 85 Concrete Temp. (°F): 85 Time Batched: 9:46 AM Time Sampled: 10:35 AM Weather Condition: Clear SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 3 Pour 1 - Grid Point M-47 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 6/20/2017 28825 2290 3B 7 6/24/2017 42395 3370 3C 28 7/15/2017 58450 4650 3D 28 7/15/2017 64580 5140 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. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1142 Ambient Temp. (°F): 88 Concrete Temp. (°F): 86 Time Batched: 10:31 AM Time Sampled: 11:25 AM Weather Condition: Clear SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 7 (ASTM C143) Location of Placement: Floor Slab, Bldg. 3 Pour 1 - Grid Point K-48 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 6/20/2017 39965 3180 4B 7 6/24/2017 47055 3740 4C 28 7/15/2017 62180 4950 4D 28 7/15/2017 60315 4800 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. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1153 Ambient Temp. (°F): 91 Concrete Temp. (°F): 85 Time Batched: 11:53 AM Time Sampled: 12:45 PM Weather Condition: Clear SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 3 Pour 1 - Grid Point M-49 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 6/20/2017 43710 3480 5B 7 6/24/2017 47110 3750 5C 28 7/15/2017 59735 4750 5D 28 7/15/2017 60180 4790 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. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1172 Ambient Temp. (°F): 94 Concrete Temp. (°F): 86 Time Batched: 3:05 PM Time Sampled: 3:50 PM Weather Condition: Clear SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1005 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 3 Pour 1 - Grid Point M-47 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 6/20/2017 26060 2070 6B 7 6/24/2017 45690 3640 6C 28 7/15/2017 49345 3930 6D 28 7/15/2017 56220 4470 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. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1110 Ambient Temp. (°F): 78 Concrete Temp. (°F): 85 Time Batched: 7:06 AM Time Sampled: 8:00 AM SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1001 Mix Id Number: F8205 Air Content (%): 5 (ASTM C231) Water Added (gal): 15 Slump (inches) 7 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point R-39.5 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 7A 3 6/20/2017 26805 2130 7B 7 6/24/2017 43860 3490 7C 28 7/15/2017 63120 5020 7D 28 7/15/2017 60235 4790 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 C. Whitmore Fargo Consultants, Inc. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1130 Ambient Temp. (°F): 83 Concrete Temp. (°F): 92 Time Batched: 9:11 AM Time Sampled: 10:00 AM Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point R-44 SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1001 Mix Id Number: F8205 Air Content (%): 5 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 8A 3 6/20/2017 24765 1970 813 7 6/24/2017 50025 3980 8C 28 7/15/2017 70275 5590 8D 28 7/15/2017 73105 5820 SE 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 C. Whitmore Fargo Consultants, Inc. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. 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.: 1148 Ambient Temp. (°F): 84 Concrete Temp. (°F): 95 Time Batched: 11:23 AM Time Sampled: 12:15 PM SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material, LLC Plant/Truck: 1 / 1001 Mix Id Number: F8205 Air Content (%): 5 (ASTM C231) Water Added (gal): 20 Slump (inches) 6 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point U.5-39.5 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 9A 3 6/20/2017 25880 2060 9B 7 6/24/2017 46720 3720 9C 28 7/15/2017 62995 5010 9D 28 7/15/2017 59685 4750 9E 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 C. Whitmore Fargo Consultants, Inc. 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.dagasfargo.com 2324 Fabens Rd. • Dallas, Texas 75229 r Fnxaa CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas CONCRETE INFORMATION SAMPLE DATE 6/17/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: FX Material, LLC Ticket No.: 1168 Plant/Truck: 1 / 1001 Ambient Temp. (°F): 92 Mix Id Number: F8205 Concrete Temp. (°F): 95 Air Content (%): 5 (ASTM C231) Time Batched: 1:33 PM Water Added (gal): 0 Time Sampled: 2:35 PM Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Grid Point Y-45 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 10A 3 6/20/2017 29375 2340 10B 7 6/24/2017 44010 3500 10C 28 7/15/2017 59965 4770 10D 28 7/15/2017 56100 4460 10E 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 C. Whitmore Fargo Consultants, Inc. 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.dagasfargo.com