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 # 042G8604 Cty ALA Rte 580 PM R33.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Reza Kamkar |
Date Reported: |
12/28/2015 |
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Address: |
TL Number: |
155525 |
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City: |
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Project Name: CONSTRUCT RETAINING WALL, PLANTING, AND MODIFY LIGHTING. |
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Prime Contractor: GORDON N. BALL, INC. |
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Sample Taken Date: |
11/30/2015 |
Mix Design: |
1412879 |
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Contractor: Unknown |
Location: ALAMEDA COUNTY IN SAN LEANDRO AT BENDICT DRIVE OFF-RAMP |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: soldier pile wall |
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 | 5.99 | 28.18 | 156572 | 5556.1 | 1 |
2 | 5.98 | 28.09 | 155833 | 5547.6 | 1 |
DIME Test ID: 2015-11-30-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5550
Age of specimen: 28 days
Certified By: Timothy O'Malley
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing