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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 # 04152724 Cty CC Rte 4 PM R8.0/25.2&0.0/3.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
RANJEET SINGH |
Date Reported: |
07/14/2015 |
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Address: |
TL Number: |
268104 |
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City: |
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Project Name: INSTALL RAMP METERING AND TOS ELEMENTS. |
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Prime Contractor: BAY CITIES PAVING & GRADING INC |
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Sample Taken Date: |
06/16/2015 |
Mix Design: |
na |
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Contractor: Unknown |
Location : CONTRA COSTA COUNTY AT VARIOUS LOCATIONS ON RTE 4 FROM WEST OF ALHAMBRA AVENUE TO EAST OF LOVERIDGE ROUTE D AND ON RTE 242 FROM ROUTE 680 TO ROUTE 4. |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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
Cured in accordance with ASTM C511
| 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 |
|---|---|---|---|---|---|
| 1 | 28.37 | 6.01 | 3947.7 | 111996 | 1 |
| 2 | 28.46 | 6.02 | 3888.4 | 110663 | 1 |
DIME Test ID: 2015-06-16-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3920
Age of specimen: 28 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing
