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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/11/2017I FARQO CONSULTANTS, INO. 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.: 3974269 Ambient Temp. (°F): 73 Concrete Temp. (°F): 78 Time Batched: 5:39 AM Time Sampled: 6:20 AM SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 295 Mix Id Number: F9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 10 Slump (inches) 41/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point N-9 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I Date Tested (days) Total Load (pounds) Compressive Strength (psi) 1 A 3 5/14/2017 30960 2460 1 B 7 5/18/2017 37275 2970 1 C 28 6/8/2017 52175 4150 1 D 28 6/8/2017 50400 4010 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 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. daBasfargo. com R119 a FAROO aoxsuLTANTs, IDNe. 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.: 3974277 Ambient Temp. (OF): 72 Concrete Temp. (OF): 78 Time Batched: 5:55 AM Time Sampled: 6:50 AM SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 10 Slump (inches) 5 3/4 (ASTM C143) Weather Condition: Rainy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point Q-9 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested I Total Load (pounds) Compressive Strength (psi) 2A 3 5/14/2017 33660 2680 2 B 7 5/18/2017 39330 3130 2 C 28 6/8/2017 41705 3320 2 D 28 6/8/2017 44550 3550 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 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/3 ?GO. . 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.: 3974281 Ambient Temp. (OF): 72 Concrete Temp. (OF): 79 Time Batched: 6:17 AM Time Sampled: 7:18 AM SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 325 Mix Id Number: F9506 Air Content (%): 1.4 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point N-8 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 3A 1 3 5/14/2017 33575 1 2670 3B 7 5/18/2017 38935 3100 3C 28 6/8/2017 45565 3630 3 D L 28 6/8/2017 43630 3470 3 E I 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.da&sfargo.com FIGO 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.: 3974478 Ambient Temp. (OF): 71 Concrete Temp. (OF): 80 Time Batched: 7:00 AM Time Sampled: 7:42 AM SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 268 Mix Id Number: F9506 Air Content (%): 1.5 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point P-8 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 4A 1 3 5/14/2017 31670 2520 4B 1 7 5/18/2017 35835 2850 4 C 28 6/8/2017 47685 3790 4D 28 6/8/2017 43185 3440 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 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 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.: 3974507 Ambient Temp. (°F): 72 Concrete Temp. (°F): 80 Time Batched: 7:41 AM Time Sampled: 8:02 AM Weather Condition: Clear SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 Concrete Supplier: Martin Marietta Plant/Truck: 141 / 337 Mix Id Number: F9506 Air Content (%): 2.1 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point P-7 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 5A 3 5/14/2017 26680 2120 5B 7 5/18/2017 32895 2620 5C 28 6/8/2017 43165 3440 5D 28 6/8/2017 42345 3370 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 M. Strom Fargo Consultants, Inc. Checked By Davis Udeo �F 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 Nown- FARGO 00ROULTANTS. 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.: 3947863 Ambient Temp. (°F): 74 Concrete Temp. (°F): 81 Time Batched: 8:10 AM Time Sampled: 8:42 AM Weather Condition: Clear SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Martin Marietta Plant/Truck: 141 / 0000 Mix Id Number: F9506 Air Content (%): 2.2 (ASTM C231) Water Added (gal): 10 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point M-7 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 6A 3 5/14/2017 26570 2110 6B 7 5/18/2017 30845 2450 6C 28 6/8/2017 43810 3490 6D 28 6/8/2017 43905 3490 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.da&sfargo.com FGo FARGO DONS UUrAN TS. INp. 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.: 3975048 Ambient Temp. (°F): 77 Concrete Temp. (°F): 80 Time Batched: 9:18 AM Time Sampled: 9:45 AM SAMPLE DATE 5/11/2017 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): 10 Slump (inches) 6 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point K-7 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) I Date Tested Total Load (pounds) Compressive Strength (psi) 7 A 3 5/14/2017 31360 2500 7 B 7 5/18/2017 35275 2810 7 C 28 6/8/2017 44645 3550 7 D 28 6/8/2017 47755 3800 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 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 R177 FARGO CONSULTANTS. TNO. 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.: 485 Ambient Temp. (OF): 80 Concrete Temp. (OF): 82 Time Batched: 9:38 AM Time Sampled: 10:35 AM SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.8 (ASTM C231) Water Added (gal): 0 Slump (inches) 7 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point K-9 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load Compressive (pounds) Strength (psi) 8A 3 5/14/2017 32670 2600 8B 7 5/18/2017 37680 3000 8C 28 6/8/2017 50070 3980 8D 28 6/8/2017 52660 4190 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.daBasfatgo.com G� 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.: 490 Ambient Temp. (OF): 83 Concrete Temp. (OF): 83 Time Batched: 11:28 AM Time Sampled: 12:11 PM SAMPLE DATE 5/11/2017 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): 0 Slump (inches) 8 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point M-9 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I (days) Date Tested I Total Load (pounds) Compressive Strength (psi) 9A 3 5/14/2017 30280 2410 9 B 7 5/18/2017 36010 2870 9 C 28 6/8/2017 43270 3440 9D 28 6/8/2017 48158 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 9 Davis Udeogu Project Manager The information and results shown on th s 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 F5��a 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.: 496 Ambient Temp. (OF): 83 Concrete Temp. (OF): 83 Time Batched: 12:22 PM Time Sampled: 1:10 PM SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.3 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 -Grid Point K-11 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 10A 3 5/14/2017 27560 2190 10B 7 5/18/2017 31625 2520 10C 28 6/8/2017 43675 3480 10D 28 6/8/2017 41100 1 3270 1 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. �QChecked 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 fR7GO .GO 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.: 501 SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Ambient Temp. (OF): 83 Mix Id Number: F9506 Concrete Temp. (OF): 82 Air Content (%): 2.1 (ASTM C231) Time Batched: 1:13 PM Water Added (gal): 0 Time Sampled: 2:05 PM Slump (inches) 6 3/4 (ASTM C143) Weather Condition: Cloudy Location of Placement: Floor Slab, Bldg. 17 Pour 1 -Grid Point M-11 Mix Design Strength of Concrete ( 3000 psi/28 days) Cylinder Number Age (days) Date Tested Total Load (pounds) Compressive Strength (psi) 11A J 3 1 5/14/2017 30795 245077 11B 7 5/18/2017 41155 3280 11C 28 6/8/2017 50505 4020 11D 28 6/8/2017 1 55855 4440 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 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 L117�70 FAR4110 CONSUL.TANTH, 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.: 507 Ambient Temp. (°F): 81 Concrete Temp. (°F): 84 Time Batched: 2:14 PM Time Sampled: 3:00 PM Weather Condition: Cloudy SAMPLE DATE 5/11/2017 JOB NO.: M16-4962 CONCRETE INFORMATION Concrete Supplier: Fx Material Plant/Truck: 1 / Osbur Mix Id Number: F9506 Air Content (%): 1.6 (ASTM C231) Water Added (gal): 0 Slump (inches) 6 1/2 (ASTM C143) Location of Placement: Floor Slab, Bldg. 17 Pour 1 - Grid Point 0-10 Mix Design Strength of Concrete (3000 psi/28 days) Cylinder Number Age I (days) Date Tested Total Load (pounds) Compressive Strength (psi) 12A 3 5/14/2017 34805 27777077 12B 7 5/18/2017 42790 3410 12 C 28 6/8/2017 50430 4010 12 D 28 6/8/2017 48425 3850 12 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