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Home My WebLink AboutFargo Consultants, Inc. - 3/21/2017 (3)Lj:�220 YARG❑ 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.: 3866565 Ambient Temp. (OF): 70 Concrete Temp. (°F): 83 Time Batched: 9:49 AM Time Sampled: 10:25 AM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point T-28.5 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 03 Mix Id Number: 9506 Air Content (%): 1.2 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load Compressive (pounds) Strength (psi) 1A 1 3/22/2017 13920 1110 1B 3 3/24/2017 23220 1850 1C 7 3/28/2017 28370 2260 1D 28 4/18/2017 40530 3230 1E 28 4/18/2017 41580 3310 1F Hold 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.daBasfa,tgo.com 97GG R Emommobba- FARGO 0ONSAI.TANTS. 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 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco Fargo Consultants, Inc. Checked By (TT "�� Davis Udevgu 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 FI-q I'A Ii C. 0 C0 NS i I LTA t TB. fN0' 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.: 3767385 Ambient Temp. (°F): 74 Concrete Temp. (°F): 82 Time Batched: 11:53 AM Time Sampled: 12:30 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point S-30 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 03 Mix Id Number: 9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 2A 1 3/22/2017 14380 1140 2B 3 3/24/2017 26470 2110 2C 7 3/28/2017 34010 2710 2D 28 4/18/2017 46650 3710 2E 28 4/18/2017 55940 4450 2F Hold 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 dallasfargo.com RRGO 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 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco 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 dahasiargo. com Rio FARC❑ 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.: 3867827 Ambient Temp. (OF): 83 Concrete Temp. (OF): 85 Time Batched: 1:15 PM Time Sampled: 1:35 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point T-32 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 03 Mix Id Number: 9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 1 3/22/2017 15260 1210 3B 3 3/24/2017 20360 1620 3C 7 3/28/2017 33170 2640 3D 28 4/18/2017 40410 3220 3E 28 4/18/2017 42360 3370 3F Hold Fargo Consultants, Inc. Checked By Ca�z 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 FR7G0 FARC•O 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 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco 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. dallasfargo. com F► GG P'AnGO CONSULTANTS, INC. _ 2324 Fabens Rd. • Dallas, Texas 75229 Tel. 214-352-4100 Fax. 214 -352 - CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas CONCRETE INFORMATION Contractor: FX Concrete Ticket No.: 3868108 Ambient Temp. (°F): 85 Concrete Temp. (°F): 87 Time Batched: 2:23 PM Time Sampled: 2:45 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point R-29 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 04 Mix Id Number: 9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 0 Slump (inches) 41 /2 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested I Total Load Compressive (days) (pounds) Strength (psi) 4A 1 1 1 3/22/2017 1 15530 1 1240 4B 1 3 1 3/24/2017 J 32780 1 2610 4 C 1 7 3/28/2017 38990 3100 4D 28 4/18/2017 60410 4810 4 E 28 4/18/2017 58070 4620 4F Hold 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 ■ GL/7L/ MENEWENew- 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 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco 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 ■ ,q?G lbft— PARO0 CONSULTANTS, IN*. 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.: 3868223 Ambient Temp. (OF): 85 Concrete Temp. (°F): 89 Time Batched: 3:05 PM Time Sampled: 3:45 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point R-31 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 04 Mix Id Number: 9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive TStrength (psi) 5 A 1 3/22/2017 13070 1040 5B 3 3/24/2017 27740 2210 5 C 7 3/28/2017 34290 2730 5 D 28 4/18/2017 48970 3900 5 E 28 4/18/2017 50140 3990 5 F Hold Fargo Consultants, Inc. Checked By _ all 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.daflasfargo.com R, 17r JjLGO FARGO CON37JLTANT.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 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco 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.dallasfargo.com -7Go FR 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.: 38683143 Ambient Temp. (°F): 85 Concrete Temp. (°F): 90 Time Batched: 4:02 PM Time Sampled: 4:40 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point Q-29 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 04 Mix Id Number: 9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 1 3/22/2017 12790 1020 6B 3 3/24/2017 25690 2040 6C 7 3/28/2017 38180 3040 6D 28 4/18/2017 56770 4520 —71 6 E 28 4/18/2017 53150 4230 6F Hold Fargo Consultants, Inc. Checked By K l Yts�&d 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 WOO womoff- FABP❑ CONSULTANTS. Tiff O. 2324 Fabens Rd. • Dallas, Texas 75229 Tel. 214-352-4100 Fax. 214 -352 - CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: JLB Partners, LP PROJECT: Grapevine Bluffs Grapevine, Texas SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco Fargo Consultants, Inc. Checked By (ZE ; 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 F,/ -M0 FARGO OONSULTAtYTS, INC. 2324 Fabens Rd. • Dallas, Texas 75_229 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.: N/A Ambient Temp. (°F): 85 Concrete Temp. (°F): 91 Time Batched: 4:59 PM Time Sampled: 5:23 PM Weather Condition: Clear Location of Placement: Floor Slab, Bldg. 1 - Grid Point Q-31 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 04 Mix Id Number: 9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 (ASTM C143) Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 7A 1 3/22/2017 8120 650 7B 3 3/24/2017 19090 1520 7C 7 3/28/2017 23800 1890 7D 28 4/18/2017 38920 3100 7E 28 4/18/2017 40010 3180 7F Hold 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.daffasfafgo.com F0 FAROO d6" !L1'A! IDP T 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 SAMPLE DATE 3/21/2017 JOB NO.: M16-4962 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 R. Franco 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.daLfasfatgo.com