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Home My WebLink AboutFargo Consultants, Inc. - 5/4/2017M20 FARAO CONSULTANTS, tNO. 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.: 314 Ambient Temp. (OF): 58 Concrete Temp. (OF): 68 Time Batched: 6:55 AM Time Sampled: 8:15 AM SAMPLE DATE 5/4/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 13 Pour 2 - Grid Point K-23 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age I (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1 A 3 5/7/2017 33860 2690 1 B 7 5/11/2017 37900 3020 1 C 28 6/1/2017 60125 4780 1 D 28 6/1/2017 58785 4680 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 ��" 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.: 316 SAMPLE DATE 5/4/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Ambient Temp. (OF): 60 Mix Id Number: F9506 Concrete Temp. (OF): 71 Air Content (%): 1.8 (ASTM C231) Time Batched: 7:13 AM Water Added (gal): 0 Time Sampled: 8:10 AM Slump (inches) 5 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 13 Pour 2 - Grid Point K-21 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age Date Tested (days) Total Load (pounds) Compressive Strength (psi) 2A 1 3 1 5/7/2017 1 36305 1 2890 2B 7 5/11/2017 39155 3120 2 C 28 6/1/2017 57085 4540 2 D 28 6/1/2017 55115 4390 2 E Hold 7777 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 F 0,G0 _ 2324 Fabens Rd. • Dahs, 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.: 324 Ambient Temp. (°F): 62 Concrete Temp. (°F): 73 Time Batched: 8:52 AM Time Sampled: 10:15 AM SAMPLE DATE 5/4/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 3/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 13 Pour 2 -Grid Point J-22 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 3 A 3 5/7/2017 38600 3070 3B 7 5/11/2017 42860 3410 3 C 28 6/1/2017 64170 5110 3 D 28 6/1/2017 58105 4620 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 Uden 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 ORGO -� • _ .... ,.91010mmm,- 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.: 327 Ambient Temp. (OF): 66 Concrete Temp. (OF): 75 Time Batched: 9:39 AM Time Sampled: 11:00 AM SAMPLE DATE 5/4/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 2.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 13 Pour 2 - Grid Point I-23 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 5/7/2017 39660 3160 4B 7 5/11/2017 41490 3300 4C 1 28 1 6/1/2017 1 60535 4820 4D 28 6/1/2017 57345 4560 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 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. GeotechnicalEngineering • Construction Materials Testing • Environmental Services www.daLfasfargo.com A97GO PARGO CONSULTANTS. INO, 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.: 332 Ambient Temp. (OF): 70 Concrete Temp. (OF): 80 Time Batched: 10:43 AM Time Sampled: 11:40 AM Weather Condition: Cloudy SAMPLE DATE 5/4/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / Osbur Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 2 - Grid Point H-21 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 5 A 3 5/7/2017 1 36815 2930 5B 7 5/11/2017 37130 2950 5 C 28 6/1/2017 55760 4440 5 D 28 6/1/2017 54065 4300 5 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 wives . da&sfargo. com F.7G0 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.: 339 Ambient Temp. (OF): 74 Concrete Temp. (OF): 82 Time Batched: 1:13 PM Time Sampled: 2:20 PM SAMPLE DATE 5/4/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 1004 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. 13 Pour 2 -Grid Point J-20 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 6A 3 5/7/2017 31385 2500 6B 7 5/11/2017 36355 2890 6C 28 6/1/2017 58725 4670 6 D 28 6/1/2017 56170 4470 6 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.dabasfargo.com