Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 044G0804 Cty SOL Rte 80 PM R10.4/30.2 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Justen Tatum |
Date Reported: |
05/13/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: Highway widening, overhead signs, and electronic toll system. |
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Prime Contractor: O.C. JONES & SONS, INC. |
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Sample Taken Date: |
04/14/2024 |
Mix Design: |
CT072CR8D |
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Contractor: Unknown |
Location: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
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Structure unique identifier: |
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Structure name: Mason Bent 3 Piles 2, 5 |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 4.01 | 12.63 | 46863 | 3711.0 | 1 |
2 | 4.01 | 12.63 | 46834 | 3708.0 | 1 |
3 | 4.00 | 12.57 | 44763 | 3562 | 1 |
DIME Test ID: 2024-04-14-6-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3660
Age of specimen: 29 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing