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 # 042A6204 Cty SOL Rte 12 PM 20.6/23.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Noel Acquino |
Date Reported: |
10/31/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: WIDEN SHOULDERS AND INTERSECTIONS AND PLACE HMA. |
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Prime Contractor: RGW |
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Sample Taken Date: |
10/28/2014 |
Mix Design: |
1416245 |
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Contractor: Unknown |
Location : SOLANO COUNTY IN AND NEAR RIO VISTA FROM 0.1 MILE WEST OF CURRIE ROAD TO 0.3 MILE WEST OF SUMMERSET 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
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 |
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1 | 28.09 | 5.98 | 2846.1 | 79946 | 1 |
2 | 28.18 | 5.99 | 2878.3 | 81110 | 1 |
DIME Test ID: 2014-10-28-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2860
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 3 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing