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Home My WebLink AboutFargo Consultants, Inc. - 5/13/2017F.q?G0 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.: 3979596 Ambient Temp. (°F): 56 Concrete Temp. (°F): 69 Time Batched: 4:58 AM Time Sampled: 5:40 AM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F8205 Air Content (%): 4.7 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 3/4 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point M.5-17.5 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 1 A 3 5/16/2017 23485 1870 1B 7 5/20/2017 33010 2630 1 C 28 6/10/2017 52350 4170 1 D 28 6/10/2017 53295 4240 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. Poor Fargo Consultants, Inc. Checked 13y `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.daZfasfargo.com Fl�Go FAR(30 CflN$iT T TB, 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.: 3979895 Ambient Temp. (°F): 59 Concrete Temp. (°F): 72 Time Batched: 7:18 AM Time Sampled: 8:00 AM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F8205 Air Content (%): 4.9 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Fire Lane - North Site Grid Point M.5-13 Mix Design Strength of Concrete ( 4000 psi/28 days) Cylinder Number Age I (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 5/16/2017 25490 2030 2 B 7 5/20/2017 33570 2670 2 C 28 6/10/2017 53420 4250 2 D 28 6/10/2017 56725 4510 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 A. Poor Fargo Consultants, Inc. Checked 13v 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 FR-7GG 74&M_ 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, LLC Ticket No.: 3980113 Ambient Temp. (OF): 69 Concrete Temp. (OF): 80 Time Batched: 8:48 AM Time Sampled: 9:30 AM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point J-16 SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F8205 Air Content (%): 4.8 (ASTM C231) Water Added (gal): 15 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete (4000 psi/28 days) Cylinder Number Age Date Tested (days) Total Load (pounds) Compressive Strength (psi) 3A 1 3 1 5/16/2017 29035 2310 3B 7 5/20/2017 39470 3140 3C 28 6/10/2017 54615 4350 3D 28 6/10/2017 57000 4540 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 13 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 AXRGO FARGO COMBiJL'lANTS, 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.: 3980294 Ambient Temp. (°F): 73 Concrete Temp. (°F): 84 Time Batched: 10:11 AM Time Sampled: 11:00 AM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F8205 Air Content (%): 4.9 (ASTM C231) Water Added (gal): 15 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Fire Lane -North Site Grid Point M-19 Mix Design Strength of Concrete (4000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 3 5/16/2017 27865 2220 4B 7 5/20/2017 34645 2760 4C 28 6/10/2017 52720 4200 4D 28 6/10/2017 57655 4590 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 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.daLfasfargo.com LiL760 FA-N0U (❑NS VWrA NTC,, 1N(I 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.: 3980453 Ambient Temp. (°F): 77 Concrete Temp. (°F): 87 Time Batched: 11:46 AM Time Sampled: 12:10 PM Weather Condition: Clear Location of Placement: Fire Lane - North Site Grid Point I-19 SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F8205 Air Content (%): 4.7 (ASTM C231) Water Added (gal): 15 Slump (inches) 6 1/4 (ASTM C143) Mix Design Strength of Concrete (4000 psi/28 days) Cylinder Number Age I Date Tested (days) Total Load Compressive (pounds) Strength (psi) 5 A 3 5/16/2017 33520 2670 5 B 7 5/20/2017 38280 3050 5 C 28 6/10/2017 54835 4360 5 D 28 6/10/2017 57620 4590 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 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 daBasfargo. com • " • 700 2324 Fabens Rd. • Dallas, Texas 75229 FARGO00NbULTA N1-5, ire[:; 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.: 532 Ambient Temp. (°F): 64 Concrete Temp. (°F): 75 Time Batched: 7:12 AM Time Sampled: 8:15 AM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 01 / 327 Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 2 - Grid Point M-13 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 1 5/16/2017 36885 2940 6 B 7 5/20/2017 38275 3050 6 C 28 6/10/2017 54720 4350 6 D 28 6/10/2017 56850 4520 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.daBasfafgo.com I G0 MENNNENew- 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, LLC Ticket No.: 538 Ambient Temp. (OF): 66 Concrete Temp. (OF): 76 Time Batched: 8:04 AM Time Sampled: 9:05 AM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 7 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 2 -Grid Point K-15 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 7A. 3 5/16/2017 1 32350 1 2570 7 B 7 5/20/2017 31045 2470 7 C 28 6/10/2017 51900 4130 7 D 28 6/10/2017 51830 4120 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 M. Strom Fargo Consultants, Inc. Checked By 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.daZfasfargo.com F►0a FAROO C ON SVLTANT S. 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.: 543 Ambient Temp. (OF): 75 Concrete Temp. (°F): 76 Time Batched: 9:46 AM Time Sampled: 10:45 AM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 3/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 2 -Grid Point L-13 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 8A 3 5/16/2017 34375 2740 8B 7 5/20/2017 40935 3260 8C 28 6/10/2017 45075 3590 8D 28 6/10/2017 41930 3340 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 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 dallasfatgo. com R9760 FA I260 (•ON ;II UFA N'r,,. 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.: 551 Ambient Temp. (°F): 80 Concrete Temp. (°F): 75 Time Batched: 11:43 AM Time Sampled: 12:39 PM Weather Condition: Clear SAMPLE DATE 5/13/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / 327 Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 7 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 2 - Grid Point M-14 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested I (days) Total Load (pounds) Compressive Strength (psi) 9 A 1 3 5/16/2017 33325 2650 9 B 7 5/20/2017 41940 3340 9 C 28 6/10/2017 50920 4050 9 D 28 6/10/2017 53880 4290 9 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 Udeogo 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