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Home My WebLink AboutFargo Consultants, Inc. - 3/25/2017 (3)ti.J `J 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 SAMPLE DATE 3/25/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: Martin Marietta Ticket No.: 3878192 Plant/Truck: 141 / 0000 Ambient Temp. (°F): 60 Mix Id Number: 9506 Concrete Temp. (OF): 63 Air Content (%): 1.1 (ASTM C231) Time Batched: 5:54 AM Water Added (gal): 5 Time Sampled: 6:45 AM Slump (inches) 3 1/2 (ASTM C143) Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 -Grid Point M-18 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 1 A 3 3/28/2017 42370 3370 1B 7 4/1/2017 57720 4590 1 C 28 4/22/2017 78290 6230 1 D 28 4/22/2017 72645 5780 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 W. Mankariuos Fargo Consultants, Inc. Checked By aa 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. 'fest 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 vvwtiv, dallasfargo. com �GO FAROO CU N S ULTA NTS. 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.: 3878197 Ambient Temp. (OF): 60 Concrete Temp. (OF): 59 Time Batched: 6:12 AM Time Sampled: 7:10 AM Weather Condition: Clear Location of Placement: CONCRETE INFORMATION Floor Slab, Bldg. 18 - Grid Point K-18 SAMPLE DATE 3/25/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 3 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age-1Date (days) Tested Total Load (pounds) Compressive Strength (psi) 2A 3 3/28/2017 48110 3830 2B 7 4/1/2017 53560 4260 2 C 28 4/22/2017 72300 5750 2D 28 4/22/2017 72730 5790 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 W. Mankariuos 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.dallasfafgo.com aamomm1b.- 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 SAMPLE DATE 3/25/2017 JOB NO.: M16-4962 Contractor: FX Concrete Concrete Supplier: Martin Marietta Ticket No.: 3878258 Plant/Truck: 141 / 0000 Ambient Temp. (OF): 62 Mix Id Number: 9506 Concrete Temp. (OF): 61 Air Content (%): 1 (ASTM C231) Time Batched: 7:25 AM Water Added (gal): 5 Time Sampled: 8:20 AM Slump (inches) 4 (ASTM C143) Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 -Grid Point K-19.2 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number AgeDate (days) Tested Total Load (pounds) Compressive Strength (psi) 3A 3 3/28/2017 47910 3810 3B 7 4/1/2017 65330 5200 3C 28 4/22/2017 86610 6890 3D 28 4/22/2017 65410 5210 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 W. Mankariuos 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 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.: 3878267 Ambient Temp. (OF): 62 Concrete Temp. (OF): 65 Time Batched: 8:27 AM Time Sampled: 9:20 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 18 -Grid Point L-19 SAMPLE DATE 3/25/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (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 3/28/2017 34700 2760 4B 7 4/1/2017 61210 4870 4C 28 4/22/2017 88385 7030 4D 28 4/22/2017 86775 6910 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 W. Mankariuos 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.daBasfatgo.com ■ IERGO 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.: 3878497 Ambient Temp. (OF): 66 Concrete Temp. (OF): 63 Time Batched: 9:25 AM Time Sampled: 10:15 AM Weather Condition: Clear SAMPLE DATE 3/25/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 5 Slump (inches) 41 /2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 18 - Grid Point M-20.5 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested I Total Load Compressive (days) (pounds) Strength (psi) 5A 3 3/28/2017 44370 3530 5B 7 4/1/2017 50420 4010 5C 28 4/22/2017 63410 5050 5D 28 4/22/2017 62300 4960 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 W. Mankariuos 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.dallasfatgo.com F o MARGO CONSULTAT I. TN 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.: 3878500 Ambient Temp. (°F): 66 Concrete Temp. (°F): 61 Time Batched: 9:44 AM Time Sampled: 11:10 AM Weather Condition: Clear SAMPLE DATE 3/25/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 5 Slump (inches) 4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 18 - Grid Point K-20.5 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 6A 3 3/28/2017 36270 2890 6B 7 4/1/2017 42740 3400 6 C 28 4/22/2017 58600 4660 6 D 28 4/22/2017 61095 4860 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 W. Mankariuos 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 • Construciron Materials Testing • Environmental Services wwww dallasfargo. com