DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 041SS034 Cty ALA Rte 580 PM R4.9/R5.6
Vendor #
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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 # 041SS034 Cty ALA Rte 580 PM R4.9/R5.6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Eddie Dike |
Date Reported: |
09/20/2016 |
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Address: |
TL Number: |
044666 |
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City: |
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Project Name: CONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS |
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Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
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Sample Taken Date: |
08/23/2016 |
Mix Design: |
1416245 |
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Contractor: Unknown |
Location : IN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0 |
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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 C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 |
|---|---|---|---|---|---|
| 1 | 5.98 | 28.09 | 152744 | 5437.7 | 1 |
| 2 | 5.98 | 28.09 | 149983 | 5339.4 | 1 |
DIME Test ID: 2016-08-23-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5390
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