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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/6/2017FARGO 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.: 3963663 Ambient Temp. (OF): 52 Concrete Temp. (OF): 70 Time Batched: 4:50 AM Time Sampled: 5:30 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point 1A-35 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 1A 3 5/9/2017 33050 2630 77 1B 7 5/13/2017 41520 3300 1 C 28 6/3/2017 47515 3780 1D 28 6/3/2017 55415 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 A. Poor Fargo Consultants, Inc. P' �1 Checked I v I Davis Udeo 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 WO r R00 aa'NsvLxnnrxs. 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.: 3963669 Ambient Temp. ff ): 52 Concrete Temp. (°F): 70 Time Batched: 5:26 AM Time Sampled: 6:10 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point Y-34 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 2A 3 5/9/2017 29695 2360 2 B 7 5/13/2017 37000 2940 2C 28 6/3/2017 49105 3910 2D 28 6/3/2017 53405 4250 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 A. Poor Fargo Consultants, Inc. Checked By Davis 'OS �� 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 R157 FARO 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 LLC Ticket No.: 3963773 Ambient Temp. (OF): 52 Concrete Temp. (°F): 71 Time Batched: 6:11 AM Time Sampled: 6:40 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 3/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point V-33 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested Total Load Compressive (days) (pounds) Strength (psi) 3A 3 5/9/2017 35035 2790 3B 7 5/13/2017 43035 3420 3C 28 6/3/2017 54140 4310 3D 28 6/3/2017 49745 3960 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 A. Poor Fargo Consultants, Inc. Checked By Davis Ude , u 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 FWGO FARGO CONBULTANTB, 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.: 3963779 Ambient Temp. (OF): 53 Concrete Temp. (°F): 74 Time Batched: 6:42 AM Time Sampled: 7:10 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point Y-36 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 5/9/2017 33530 2670 4B 7 5/13/2017 35580 2830 4 C 28 6/3/2017 53450 4250 4D 28 6/3/2017 50135 3990 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 A. Poor 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 wwww dallasfargo. com F,9700 FARGID 0ONSULTANTS. 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.: 3964033 Ambient Temp. (°F): 54 Concrete Temp. (°F): 76 Time Batched: 7:26 AM Time Sampled: 8:00 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point W-35 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 5/9/2017 33150 2640 5B 7 5/13/2017 45715 3640 5C 28 6/3/2017 47765 3800 5D 28 6/3/2017 50645 4030 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 A. Poor 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 FWGG f ARGO 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.: 3964160 Ambient Temp. (°F): 62 Concrete Temp. (°F): 80 Time Batched: 7:59 AM Time Sampled: 8:30 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 20 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point U-34 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age I (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6 A 3 5/9/2017 26970 2150 6 B 7 5/13/2017 35395 2820 6 C 28 6/3/2017 46085 3670 6 D 28 6/3/2017 47535 3780 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 A. Poor 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 dallasfargo. com L1Vja0M=16_ 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.: 378 Ambient Temp. (OF): 70 Concrete Temp. (OF): 84 Time Batched: 7:50 AM Time Sampled: 8:55 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Materials, LLC Plant/Truck: 1 / 1004 Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point X.5-37.5 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load Compressive (pounds) Strength (psi) 7 A 3 5/9/2017 32660 2600 7 B 7 5/13/2017 40905 3260 7 C 28 6/3/2017 53100 4230 7 D 28 6/3/2017 48370 3850 7 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. Poor Fargo Consultants, Inc. Checked 13 Davis Ude u 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.daZfasfatgo.com R9760 FARGO CONS 11 UTANTS. 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.: 380 Ambient Temp. (OF): 73 Concrete Temp. (OF): 85 Time Batched: 8:59 AM Time Sampled: 10:00 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Materials, LLC Plant/Truck: 1 / 1005 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point W-36 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) I Compressive Strength (psi) 8A 3 5/9/2017 31890 2540 8B 7 5/13/2017 37945 302077 8C 28 6/3/2017 53805 4280 8 D 28 6/3/2017 50890 4050 8 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. Poor Fargo Consultants, Inc. Checked Iiy Davis Udeo 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 Engmeedng • Construction Materials Testing • Environmental Services www. dallasfargo. com M70 i AR00 CONSULTANTS, FNC 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.: 386 Ambient Temp. (°F): 77 Concrete Temp. (°F): 87 Time Batched: 10:03 AM Time Sampled: 11:00 AM Weather Condition: Clear SAMPLE DATE 5/6/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Materials, LLC Plant/Truck: 1 / 1003 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 11 Pour 1 -Grid Point U-35 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 9A 1 3 1 5/9/2017 32150 1 2560 9B 7 1 5/13/2017 1 38800 3090 9C 28 1 6/3/2017 1 49820 1 3960 9D 28 1 6/3/2017 1 55325 1 4400 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. Poor Fargo Consultants, Inc. y -� Checked By Davis Udea U'z 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