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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/16/20172324 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1081 Ambient Temp. (°F): 82 Concrete Temp. (°F): 78 Time Batched: 7:23 AM Time Sampled: 8:30 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 7 - Grid Point P-54 SAMPLE DATE 6/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 6/19/2017 23480 1870 1B 7 6/23/2017 34700 2760 1 C 28 7/14/2017 63535 5060 1D 28 7/14/2017 58745 4670 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1085 Ambient Temp. (°F): 83 Concrete Temp. (°F): 78 Time Batched: 7:49 AM Time Sampled: 8:50 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 7 - Grid Point 0-53 SAMPLE DATE 6/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / 1005 Mix Id Number: F9506 Air Content (%): 1.8 (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) 2A 3 6/19/2017 36785 2930 2B 7 6/23/2017 40670 3240 2C 28 7/14/2017 57530 4580 2D 28 7/14/2017 60220 4790 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1091 Ambient Temp. (°F): 85 Concrete Temp. (°F): 79 Time Batched: 9:08 AM Time Sampled: 9:54 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 7 - Grid Point N-54 SAMPLE DATE 6/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 2.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 3/4 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 3 6/19/2017 28195 2240 3B 7 6/23/2017 32450 2580 3C 28 7/14/2017 52080 4140 3D 28 7/14/2017 58900 4690 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1096 Ambient Temp. (°F): 90 Concrete Temp. (°F): 79 Time Batched: 9:50 AM Time Sampled: 10:46 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 7 - Grid Point M-52 SAMPLE DATE 6/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 2.1 (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 6/19/2017 32735 2610 4B 7 6/23/2017 33745 2690 4C 28 7/14/2017 50945 4050 4D 28 7/14/2017 51885 4130 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1102 Ambient Temp. (°F): 92 Concrete Temp. (°F): 80 Time Batched: 11:10 AM Time Sampled: 12:01 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 7 - Grid Point K-52 SAMPLE DATE 6/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 6/19/2017 26135 2080 5B 7 6/23/2017 29775 2370 5C 28 7/14/2017 50145 3990 5D 28 7/14/2017 52825 4200 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 1104 Ambient Temp. (°F): 94 Concrete Temp. (°F): 81 Time Batched: 12:03 PM Time Sampled: 12:51 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 7 - Grid Point 0-53 SAMPLE DATE 6/16/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / 1005 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/4 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 6/19/2017 24960 1990 6B 7 6/23/2017 30470 2420 6C 28 7/14/2017 50475 4020 6D 28 7/14/2017 50535 4020 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