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 # 044S6204 Cty SON Rte 1 PM 34.3/34.7 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Scott Hislop |
Date Reported: |
10/07/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: CONSTRUCT SOLDIER PILE TIE-BACK WALL AND WIDENING ROADWAY. |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
09/23/2014 |
Mix Design: |
na |
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Contractor: Unknown |
Location: SONOMA COUNTY NEAR FORT ROSS FROM 0.5 MILE NORTH OF FORT ROSS ROAD TO 0.5 MILE SOUTH OF TIMBER COVE ROAD |
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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 | 3348.2 | 95289 | 1 |
2 | 28.56 | 6.03 | 3112.3 | 88888 | 1 |
DIME Test ID: 2014-09-23-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3230
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 days
Certified By: Dave Sawko
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing