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 # 041SS044 Cty ALA Rte 580 PM R31.7/R31.9 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Reza Kamkar |
Date Reported: |
05/11/2015 |
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Address: |
TL Number: |
044657 |
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City: |
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Project Name: CONSTRUCT SOLDIER PILE WALL AND REPAIR CONCRETE PAVEMENT AND SHOULDER. |
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Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
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Sample Taken Date: |
04/13/2015 |
Mix Design: |
D20115EA |
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Contractor: Unknown |
Location: ALAMEDA COUNTY IN ASHLAND FROM 0.1 MILE EAST OF 164TH AVENUE UNDERCROSSING TO 0.2 MILE WEST OF 164TH AVENUE UNDERCROSSING |
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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 | 28.46 | 6.02 | 4870.7 | 138620 | 1 |
2 | 28.46 | 6.02 | 4977.3 | 141655 | 1 |
DIME Test ID: 2015-04-13-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4920
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing