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 # 043G1204 Cty SON Rte 128 PM 1.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Scott Hislop |
Date Reported: |
05/15/2015 |
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Address: |
TL Number: |
059148 |
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City: |
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Project Name: CONSTRUCT SOLDIER PILE WALL AND PLACE CULVERT. |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
04/17/2015 |
Mix Design: |
9796 |
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Contractor: Unknown |
Location: SONOMA COUNTY NEAR CLOVERDALE ABOUT 3.1 MILES WEST OF NORTH CLOVERDALE BOULEVARD |
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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 | 28.18 | 5.99 | 4548.1 | 128166 | 1 |
2 | 28.27 | 6.00 | 4498.9 | 127183 | 1 |
DIME Test ID: 2015-04-17-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4520
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing