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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/8/2017R1�2 FAROO CONSULTANTS. INC. 2324 Fabens Rd. • Dallas, Texas 75229 Tel. 214-352-4100 Fax. 214-3524811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas Contractor: FX Concrete Ticket No.: 3965024 Ambient Temp. (OF): 65 Concrete Temp. (OF): 75 Time Batched: 5:21 AM Time Sampled: 5:50 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 346 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point M-30 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) D ate Tested Total Load (pounds) Compressive Strength (psi) 1 A 3 5/11/2017 28950 2300 1B 7 5/15/2017 32190 2560 1 C 28 6/5/2017 51740 4120 1 D 28 6/5/2017 49745 3960 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.dafiasfargo.com R 0 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.: 3965027 Ambient Temp. (OF): 64 Concrete Temp. (OF): 75 Time Batched: 5:37 AM Time Sampled: 6:31 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 220 Mix Id Number: F9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point 0-31 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 2A 3 5/11/2017 31475 L 2500 2B 7 5/15/2017 34405 2740 2 C 28 6/5/2017 49880 3970 2 D t 28 1 6/5/2017 1 51505 4100 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 M. Strom Fargo Consultants, Inc. Checked By kl� 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 • Envitonmental Services www.daBasfargo.com RWG0 FARCO 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.: 3965235 Ambient Temp. (OF): 66 Concrete Temp. (OF): 75 Time Batched: 6:50 AM Time Sampled: 7:20 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 346 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. 12 Pour 2 - Grid Point Q-30 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age-1Date (days) Tested Total Load (pounds) Compressive Strength (psi) 3A 1 3 5/11/2017 32590 2590 3 B 7 5/15/2017 37960 3020 3 C 28 6/5/2017 52240 4160 3 D 28 6/5/2017 48135 3830 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 (�i 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 Flq-?GG 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.: 391 Ambient Temp. (°F): 72 Concrete Temp. (OF): 75 Time Batched: 7:18 AM Time Sampled: 8:40 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / 1003 Mix Id Number: F9506 Air Content (%): 1.1 (ASTM C231) Water Added (gal): 10 Slump (inches) 8 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point N-30 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age-1Date (days) Tested Total Load (pounds) Compressive Strength (psi) 4A 3 5/11/2017 30470 2420 4B 7 5/15/2017 41145 3270 4 C 28 6/5/2017 50535 4020 4D 28 6/5/2017 49835 3970 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 M. Strom Fargo Consultants, Inc. Checked By Davis Ude 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 GL/ Rq7 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 CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 396 Ambient Temp. (OF): 73 Concrete Temp. (OF): 75 Time Batched: 8:26 AM Time Sampled: 9:23 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 Concrete Supplier: FX Material Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 10 Slump (inches) 61 /2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point P-31 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5 A 3 5/11/2017 30665 2440 5B 7 5/15/2017 41665 3320 5 C 28 6/5/2017 51230 4080 5 D 28 6/5/2017 44650 3550 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. 1 Checked By Davis Udeo 0 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.daffasfatgo.com FRRG0 PAP[.❑ C D N S 1.1 T.TA NTS, Citic. 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.: 402 Ambient Temp. (°F): 76 Concrete Temp. (°F): 76 Time Batched: 9:35 AM Time Sampled: 10:30 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / 1003 Mix Id Number: F9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point Q-29 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 5/11/2017 33705 2680 6B 7 5/15/2017 42805 3410 6C 28 6/5/2017 54995 4380 6D 28 6/5/2017 57350 4560 6E 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 FIRGO 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.: 407 Ambient Temp. (OF): 78 Concrete Temp. (OF): 76 Time Batched: 10:31 AM Time Sampled: 11:16 AM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / Osburn 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. 12 Pour 2 - Grid Point 0-28 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 7 A 1 3 1 5/11/2017 17330 1 1380 7 B 7 5/15/2017 33830 2690 7 C 28 6/5/2017 52640 1 4190 7 D 28 6/5/2017 53740 4280 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 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.daBasfa,rgo.com RWG0 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.: 415 Ambient Temp. (°F): 81 Concrete Temp. (OF): 78 Time Batched: 11:54 AM Time Sampled: 12:30 PM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / 1003 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 3/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point P-27 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 8 A 3 5/11/2017 33480 2660 8B 7 5/15/2017 42320 3370 8 C 28 6/5/2017 54360 4330 8D 28 6/5/2017 53390 4250 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 13 Davis Ude 1 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 RR 00 a FARW ODUSLTi7ANTS. 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.: 417 Ambient Temp. (°F): 82 Concrete Temp. (°F): 77 Time Batched: 12:15 PM Time Sampled: 1:20 PM Weather Condition: Clear SAMPLE DATE 5/8/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: FX Material Plant/Truck: 1 / Osburn Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Location of Placement: Floor Slab, Bldg. 12 Pour 2 - Grid Point 0-31 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested Total Load Compressive (days) (pounds) Strength (psi) 9 A 3 5/11/2017 25010 1990 9 B 7 5/15/2017 33845 2690 9 C 28 6/5/2017 57210 4550 9 D 28 6/5/2017 53850 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, 1 C. Checked B Davis Lldeogu 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 www dallasfargo. com