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HomeMy WebLinkAboutFargo Consultants, Inc. - 4/8/2017.��1aa 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, LLC Ticket No.: 3908054 Ambient Temp. (°F): 60 Concrete Temp. (°F): 80 Time Batched: 6:35 AM Time Sampled: 7:20 AM Weather Condition: Clear SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 209 Mix Id Number: 9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 5 Slump (inches) 4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 1 Pour 4 - Grid Point T-36 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 1 A 3 4/11/2017 32950 2620 1B 7 4/15/2017 43320 3450 1 C 28 5/6/2017 54425 4330 1D 28 5/6/2017 55420 4410 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 C. Black 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.daLfasfargo.com 01AMONW.- FARGO CONSULTANTS. TNC. 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, LLC Ticket No.: 3908063 Ambient Temp. (°F): 65 Concrete Temp. (OF): 81 Time Batched: 7:33 AM Time Sampled: 8:35 AM Weather Condition: Clear SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 0000 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 1 Pour 4 - Grid Point T-34 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 4/11/2017 29610 2360 2B 7 4/15/2017 42660 3390 2C 28 5/6/2017 55770 4440 2D 28 5/6/2017 55840 4440 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 C. Black 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 Setvices www.daBasfargo.com G FAROO OONSULTANT$, 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, LLC Ticket No.: 3908470 Ambient Temp. (OF): 68 Concrete Temp. (OF): 85 Time Batched: 9:13 AM Time Sampled: 10:05 AM Weather Condition: Clear SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 0000 Mix Id Number: 9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 10 Slump (inches) 41 /2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 1 Pour 4 - Grid Point S-36 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested Total Load (days) (pounds) Compressive Strength (psi) 3A 3 4/11/2017 28500 2270 3B 7 4/15/2017 36790 2930 3C 28 5/6/2017 49425 3930 3 D 28 5/6/2017 51825 4120 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 C. Black Fargo Consultants, Inc. Checked L3 _ 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 • Constructron Materials Testing • Environmental Services www.dallasfargo.com MGD FARGO GONSULTAXTB, 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, LLC Ticket No.: 3909093 Ambient Temp. (°F): 76 Concrete Temp. (°F): 90 Time Batched: 11:07 AM Time Sampled: 11:50 AM Weather Condition: Clear SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 0000 Mix Id Number: 9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 1 Pour 4 - Grid Point R-34 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested I Total Load (days) (pounds) Compressive Strength (psi) 4A 3 4/11/2017 28930 2300 4B 7 4/15/2017 36280 2890 4 C 28 5/6/2017 42495 3380 4D 28 5/6/2017 42675 3400 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 C. Black Fargo Consultants, Inc. 0 Checked By 4��: 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 GO BAJW0 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, LLC Ticket No.: 3909382 Ambient Temp. (OF): 80 Concrete Temp. (OF): 90 Time Batched: 12:24 PM Time Sampled: 1:20 PM Weather Condition: Clear SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 337 Mix Id Number: 9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 (ASTM C143) Location of Placement: Floor Slab, Bldg. 1 Pour 4 - Grid Point Q-36 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5 A 3 4/11/2017 28850 2300 5 B 7 4/15/2017 44060 3510 5 C 28 5/6/2017 54160 4310 5 D 28 5/6/2017 43605 3470 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 C. Black Fargo Consultants, In 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 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, LLC Ticket No.: 3909448 Ambient Temp. (°F): 82 Concrete Temp. (OF): 92 Time Batched: 1:37 PM Time Sampled: 2:40 PM Weather Condition: Clear SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 209 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 1 Pour 4 - Grid Point Q-34 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6 A 3 4/11/2017 29490 2350 6 B 7 4/15/2017 40250 3200 6 C 28 5/6/2017 47600 3790 6 D 28 5/6/2017 56060 4460 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 C. Black Fargo Consultants, Inc. Checked B 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 ■ GO FARGO OONSULTANTS. 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, LLC Ticket No.: 3908069 Ambient Temp. (OF): 70 Concrete Temp. (OF): 75 Time Batched: 6:41 AM Time Sampled: 7:51 AM SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 0000 Mix Id Number: F8205 Air Content (%): 3 (ASTM C231) Water Added (gal): 0 Slump (inches) 41 /2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Plan, Grid Point 0-25 Mix Design Strength of Concrete (3500 psi/28 days) Cylinder Number Age JDate Tested Total Load Compressive (days) (pounds) Strength (psi) 7A 3 1 4/11/2017 29140 2320 7B 7 1 4/15/2017 38170 3040 7C 28 5/6/2017 51815 4120 7D 28 5/6/2017 45970 3660 7E 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 K. Mohieldin Fargo Consultants, Inc. Checked By Davis Udeogu Project Manager The information and results shown on this report arc 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 FR GO FARGO CONSULTANTS, 72 0. _ 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, LLC Ticket No.: 3909013 Ambient Temp. (OF): 70 Concrete Temp. (OF): 72 Time Batched: 10:01 AM Time Sampled: 10:50 AM SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 128 / 0000 Mix Id Number: F8205 Air Content (%): 3 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Plan, Grid Point L-29 Mix Design Strength of Concrete (3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 8A 3 4/11/2017 32700 2600 8 B 7 4/15/2017 49160 3910 8 C 28 5/6/2017 58580 4660 8 D 28 5/6/2017 61500 4890 8E 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.daBasfargo.com F?C70 rARGO 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 I CONCRETE INFORMATION Contractor: FX Concrete, LLC Ticket No.: 3909445 Ambient Temp. (OF): 78 Concrete Temp. (OF): 79 Time Batched: 12:48 PM Time Sampled: 1:30 PM SAMPLE DATE 4/8/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 128 / 0000 Mix Id Number: F8205 Air Content (%): 3.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 1/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Fire Lane - South Site Plan, Grid Point 0-32 Mix Design Strength of Concrete (3500 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 9A 1 3 1 4/11/2017 35950 2860 9B 7 4/15/2017 45360 3610 9c 28 5/6/2017 56200 4470 9D_ 28 5/6/2017 54825 4360 9E 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 M 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.daBasfa,tgo.com