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 # 103A66U4 Cty MER Rte 140 PM 58.7/60.5 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Brent Haroldsen |
Date Reported: |
10/07/2014 |
|
Address: |
TL Number: |
|
||
City: |
||||
Project Name: BRIDGE REPLACEMENT AND WIDEN ROADWAY. |
||||
Prime Contractor: R G W CONSTRUCTION INC |
||||
Sample Taken Date: |
08/26/2014 |
Mix Design: |
ndm98070 |
|
Contractor: Unknown |
Location: MERCED COUNTY IN AND NEAR MERCED FROM MARTHELLA AVENUE TO 0.3 KM EAST OF SANTA FE AVENUE |
|||
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 | 28.46 | 6.02 | 4443.5 | 126461 | 1 |
2 | 28.46 | 6.02 | 4128.5 | 117498 | 1 |
DIME Test ID: 2014-08-26-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4290
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Dave Sawko
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing