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 # 100L9704 Cty TUO Rte 120 PM R19.5/R20.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Corey Casey |
Date Reported: |
09/12/2016 |
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Address: |
TL Number: |
132426 |
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City: |
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Project Name: REPLACE DECK AND RETROFIT BRIDGE. |
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Prime Contractor: Golden State Bridge |
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Sample Taken Date: |
08/15/2016 |
Mix Design: |
na |
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Contractor: Unknown |
Location: IN TUOLUMNE COUNTY ON STATE ROUTE 120 FROM 7.6 MILES EAST OF YOSEMITEJUNCTION TO 4.8 MILES WEST OF THE TOWN OF MOCCASIN AT TUOLUMNE RIVER/DON PEDRO RESERVOIR (JAMES E. |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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 | 6.01 | 28.37 | 300031 | 10575.6 | 2 |
2 | 6.03 | 28.56 | 292436 | 10239.4 | 2 |
DIME Test ID: 2016-08-15-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 10410
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing