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 # 040A7724 Cty ALA Rte 80 PM 6.4/6.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Maxime Dabilly |
Date Reported: |
11/08/2023 |
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Address: |
TL Number: |
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City: |
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Project Name: Excavation, HMA, structural concrete, minor concrete and drainage. |
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Prime Contractor: OC Jones (Will Dieterich) |
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Sample Taken Date: |
10/11/2023 |
Mix Design: |
4E0CG5E1 |
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Contractor: Unknown |
Location: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
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Structure unique identifier: 33-E0091 |
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Structure name: Retaining wall 179 |
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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 | 3.99 | 12.5 | 64376 | 5149.0 | 1 |
2 | 3.99 | 12.5 | 66426 | 5313.0 | 1 |
3 | 4.00 | 12.57 | 65626 | 5222 | 1 |
DIME Test ID: 2023-10-11-3-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5230
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing