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Home My WebLink AboutFargo Consultants, Inc. - 5/5/2017RORGO 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.: 348 Ambient Temp. (°F): 65 Concrete Temp. (°F): 75 Time Batched: 7:57 AM Time Sampled: 8:52 AM Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point 0-38 SAMPLE DATE 5/5/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Materials Plant/Truck: 1 / 323 Mix Id Number: F8205 Air Content (%): 2.2 (ASTM C231) Water Added (gal): 0 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) 1 A 3 5/8/2017 30260 2410 1 B 7 5/12/2017 50155 3990 1 C 28 6/2/2017 58490 4650 1 D 28 6/2/2017 65280 5190 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.daffasfargo.com R, W57 MM20 NkL- --- 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.: 357 Ambient Temp. (OF): 73 Concrete Temp. (OF): 76 Time Batched: 9:57 AM Time Sampled: 11:00 AM Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point N-42 SAMPLE DATE 5/5/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Materials Plant/Truck: 1 / Osburn Mix Id Number: F8205 Air Content (%): 2 (ASTM C231) Water Added (gal): 0 Slump (inches) 7 (ASTM C143) Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 2A 3 5/8/2017 44420 3530 2B 7 5/12/2017 52035 4140 2C 28 6/2/2017 66105 5260 2D 28 6/2/2017 65710 5230 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 , 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 FWG0 MENUMEMME- FAH.C4 CQNSVI..TA14T8. 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.: 3962318 Ambient Temp. (°F): 76 Concrete Temp. (°F): 81 Time Batched: 11:29 AM Time Sampled: 12:15 PM Weather Condition: Clear Location of Placement: Fire Lane - South Site Grid Point Q-38 SAMPLE DATE 5/5/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 142 / 1001 Mix Id Number: F8205 Air Content (%): 3.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 8 (ASTM C143) Mix Design Strength of Concrete (4000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load Compressive (pounds) Strength (psi) 3 A 3 1 5/8/2017 40225 3200 3 B 7 1 5/12/2017 42795 3410 3 C 28 6/2/2017 51275 4080 3 D 28 6/2/2017 58135 4630 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 Udeog 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 w -n : dallasfatgo. com ■► C7 FAROO C76i$SULTANTs. INe, 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.: 365 Ambient Temp. (OF): 80 Concrete Temp. (OF): 76 Time Batched: 1:18 PM Time Sampled: 2:00 PM Weather Condition: Clear SAMPLE DATE 5/5/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Materials Plant/Truck: 1 / 1001 Mix Id Number: F8205 Air Content (%): 3.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Location of Placement: Fire Lane - South Site Grid Point W-38 Mix Design Strength of Concrete (4000 psi/28 days) Cylinder NumberAge Date Tested (days) Total Load (pounds) Compressive Strength (psi) 4A 3 1 5/8/2017 47190 1 3760 4B 7 1 5/12/2017 52420 1 4170 4C 28 1 6/2/2017 61600 4900 4D 28 1 6/2/2017 67075 5340 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 Udcogu 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 w -w . daBasfargo, com