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 # 041SS054 Cty ALA Rte 580 PM 32.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Siavosh Maghadam |
Date Reported: |
03/24/2015 |
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Address: |
TL Number: |
207317 |
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City: |
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Project Name: CONSTRUCT SOLDIER PILE RETAINING WALL. |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
02/24/2015 |
Mix Design: |
na |
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Contractor: Unknown |
Location: ALAMEDA COUNTY AT CASTRO VALLEY AT WESTBOUND 150TH AVENUE OFF-RAMP |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 28.37 | 6.01 | 5203.6 | 147625 | 1 |
2 | 28.46 | 6.02 | 5121.3 | 145751 | 1 |
DIME Test ID: 2015-02-24-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5160
Age of specimen: 28 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing