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HomeMy WebLinkAboutFargo Consultants, Inc. - 4/21/2017F�Ga 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.: 3930101 Ambient Temp. (OF): 70 Concrete Temp. (OF): 81 Time Batched: 5:49 AM Time Sampled: 6:45 AM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 147 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 20 Slump (inches) 5 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point 0-25 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested Total Load Compressive (days) (pounds) Strength (psi) 1A 3 4/24/2017 28240 2250 1B 7 4/28/2017 37455 2980 1 C 28 5/19/2017 46470 3700 1D 28 5/19/2017 53130 4230 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 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.dallasfargo.com F C70 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.: 3930517 Ambient Temp. (OF): 72 Concrete Temp. (OF): 82 Time Batched: 6:52 AM Time Sampled: 7:30 AM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 131 / 1271 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 4 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point P-24 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested I (days) Total Load (pounds) Compressive Strength (psi) 2A 3 4/24/2017 1 23445 1 1870 2B 7 4/28/2017 1 30860 1 2460 2C 28 5/19/2017 44730 3560 2D 28 5/19/2017 43280 3440 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 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 daPasfargo. com F1 Go FARGO CONSULTANTS. ING, 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.: 3930540 Ambient Temp. (OF): 73 Concrete Temp. (OF): 81 Time Batched: 7:02 AM Time Sampled: 7:45 AM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 330 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. 13 Pour 1 - Grid Point Q-25 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 3 A 3 4/24/2017 28655 2280 3B 7 4/28/2017 35960 2860 3C 28 1 5/19/2017 1 44045 3510 3D 28 5/19/2017 45045 3580 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 M. Strom Fargo Consultants, Inc. Checked By al L�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 ivww.dallasfargo. com FIGO MARCO CONS U LTA N'l'ti, 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.: 3930851 Ambient Temp. (°F): 74 Concrete Temp. (°F): 83 Time Batched: 8:31 AM Time Sampled: 9:00 AM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 131 / 318 Mix Id Number: F9506 Air Content (%): 1.7 (ASTM C231) Water Added (gal): 0 Slump (inches) 41 /4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point 0-23 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 4A 34/24/2017 34345 2730 4B 7 4/28/2017 42955 3420 4C 28 5/19/2017 59180 4710 4D 28 5/19/2017 60785 4840 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 M. Strom Fargo Consultants, Inc. Checked By (�D ' �K 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 R77GO FARGCl ( []LY�UI.'1'�N'i�3. kW!. 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.: 3931731 Ambient Temp. (°F): 78 Concrete Temp. (°F): 82 Time Batched: 10:12 AM Time Sampled: 10:54 AM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 131 / 318 Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 10 Slump (inches) 4 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point Q-23 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested Total Load Compressive (days) (pounds) Strength (psi) 5 A 3 4/24/2017 24705 1970 5 B 7 4/28/2017 32820 2610 5 C 28 5/19/2017 43265 3440 5 D 28 5/19/2017 47865 3810 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. 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 RO, F'ARGO CCNSUMANTS. 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.: 3931845 Ambient Temp. (°F): 79 Concrete Temp. (°F): 83 Time Batched: 10:44 AM Time Sampled: 11:25 AM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 131 / 318 Mix Id Number: F9506 Air Content (%): 2.5 (ASTM C231) Water Added (gal): 5 Slump (inches) 5 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point 0-22 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load Compressive (pounds) Strength (psi) 6A 3 4/24/2017 23905 1900 6B 7 4/28/2017 30105 2400 6C 28 5/19/2017 43130 3430 6D 28 5/19/2017 44390 3530 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 (�o A2� 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 moa 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 Ticket No.: 3932520 Ambient Temp. (°F): 81 Concrete Temp. (°F): 84 Time Batched: 12:38 PM Time Sampled: 1:24 PM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 131 / 268 Mix Id Number: F9506 Air Content (%): 1.9 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point P-22 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 7 A 3 4/24/2017 1 22685 1810 7B 7 4/28/2017 28340 2260 7C 28 5/19/2017 48570 3870 7D 28 5/19/2017 46750 3720 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 a:�' 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 AW00 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.: 3932716 Ambient Temp. (°F): 82 Concrete Temp. (°F): 84 Time Batched: 1:16 PM Time Sampled: 1:56 PM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 131 / 318 Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 1/4 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point 0-21 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 8 A 3 4/24/2017 25785 2050 8 B 7 4/28/2017 35480 2820 8 C 28 5/19/2017 50815 4040 8 D 28 5/19/2017 48820 3890 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 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 dallasfargo.com R17700 -2324 Fabens Rd. • Dallas, Texas 75229 FARGO CONSULTANTS, INC. 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.: 3933038 Ambient Temp. (°F): 85 Concrete Temp. (°F): 83 Time Batched: 2:36 PM Time Sampled: 3:10 PM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 131 / 318 Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point Q-21 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load Compressive (pounds) Strength (psi) 9 A 3 4/24/2017 24515 1950 9 B 7 4/28/2017 33870 2700 9 C 28 5/19/2017 50820 4040 9 D 28 5/19/2017 48065 3830 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 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 F.�GG FAROU 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.: 3933275 Ambient Temp. (°F): 83 Concrete Temp. (°F): 84 Time Batched: 4:45 PM Time Sampled: 5:45 PM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 143 / 1002 Mix Id Number: F9506 Air Content (%): 2.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 5 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point M-23 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 10A 3 4/24/2017 18430 1470 10B 7 4/28/2017 31435 2500 10C 28 5/19/2017 45420 3610 10D 28 5/19/2017 48200 3840 10E 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.daBasfargo.com F►EGD rARGO OONSULTANTS. MO. 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.: 3933296 Ambient Temp. (OF): 83 Concrete Temp. (OF): 85 Time Batched: 5:07 PM Time Sampled: 6:15 PM Weather Condition: Clear SAMPLE DATE 4/21/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 131 / 244 Mix Id Number: F9506 Air Content (%): 2.0 (ASTM C231) Water Added (gal): 5 Slump (inches) 5 (ASTM C143) Location of Placement: Floor Slab, Bldg. 13 Pour 1 - Grid Point M-21 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age Date Tested Total Load Compressive (days) (pounds) Strength (psi) 11A 3 4/24/2017 21235 1690 11B 7 4/28/2017 30195 2400 11 C 28 5/19/2017 J 42045 3350 11D 28 5/19/2017 39295 3130 11E 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 dallasfargo. com