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 # 04264144 Cty NAP Rte 12 PM 2.8/3.3,0.0/2.6 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Elias Moussa |
Date Reported: |
09/11/2014 |
|
Address: |
TL Number: |
|
||
City: |
||||
Project Name: WIDEN ROUTE 12 FROM A TWO-LANE TO A FOUR-LANE CONVENTIONAL HIGHWAY |
||||
Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
||||
Sample Taken Date: |
08/14/2014 |
Mix Design: |
na |
|
Contractor: Unknown |
Location: NAPA AND SOLANO COUNTIES FROM 0.5 MILE WEST OF NAPA COUNTY LINE TO RED TOP ROAD |
|||
Structure unique identifier: |
||||
Structure name: |
||||
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 |
---|---|---|---|---|---|
1 | 28.18 | 5.99 | 4007.3 | 112925 | 1 |
2 | 28.09 | 5.98 | 4018.9 | 112890 | 1 |
DIME Test ID: 2014-08-14-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4010
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