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Home My WebLink AboutFargo Consultants, Inc. - 5/17/2017FG0 PAROO CON9iILTANTB 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.: 592 Ambient Temp. (°F): 73 Concrete Temp. (°F): 77 Time Batched: 7:25 AM Time Sampled: 8:45 AM Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 15 -Grid Point H-15 SAMPLE DATE 5/17/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 15 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age Date Tested Total Load Compressive (days) (pounds) Strength (psi) 1 A 1 3 5/20/2017 1 36915 1 2940 1B 7 5/24/2017 39445 3140 1 C 28 6/14/2017 50670 4030 1 D 28 6/14/2017 49255 3920 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 A. Maya 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 R 0 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.: 597 Ambient Temp. (°F): 76 Concrete Temp. (°F): 75 Time Batched: 9:20 AM Time Sampled: 10:10 AM Weather Condition: Clear SAMPLE DATE 5/17/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 15 -Grid Point H-15.5 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 5/20/2017 38340 3050 2 B 7 5/24/2017 44325 3530 2 C 28 6/14/2017 61485 4890 2D 28 6/14/2017 60865 4840 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 j 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 www.dahasfargo.com F.�3GG dlvFARaO CCNSUIXANTS. 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.: 603 Ambient Temp. (°F): 84 Concrete Temp. (°F): 76 Time Batched: 11:02 AM Time Sampled: 11:45 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 15 - Grid Point H-13 SAMPLE DATE 5/17/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number AgeDate (days) Tested Total Load Compressive (pounds) I Strength (psi) 3A 3 5/20/2017 33865 2690 3 B 7 5/24/2017 38670 3080 3 C 28 6/14/2017 54140 4310 3 D 28 6/14/2017 J 60985 4850 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 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 www dallasfargo. com j�Y�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 CONCRETE INFORMATION Contractor: Fx Concrete Ticket No.: 605 Ambient Temp. (°F): 86 Concrete Temp. (°F): 77 Time Batched: 11:37 AM Time Sampled: 12:38 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 15 - Grid Point G-14 SAMPLE DATE 5/17/2017 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): 0 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) 4A 3 5/20/2017 32595 2590 4B 7 5/24/2017 36100 2870 4 C 28 6/14/2017 47100 3750 4D 28 6/14/2017 41480 3300 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. Checked By Davis Udeogu4 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 wwww dallasfargo. com