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 # 044A0004 Cty MRN Rte 101 PM 12.7/14.7 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Russell Steve |
Date Reported: |
06/14/2016 |
|
Address: |
TL Number: |
Unknown |
||
City: |
||||
Project Name: REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
||||
Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
||||
Sample Taken Date: |
05/17/2016 |
Mix Design: |
4100A |
|
Contractor: Unknown |
Location: REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
|||
Structure unique identifier: Freitas Pkwy OC Overhang |
||||
Structure name: Freitas Pkway OC |
||||
Location of Pour: Unknown |
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 | 28.09 | 5.98 | 6011.0 | 168849 | 3 |
2 | 28.18 | 5.99 | 6087.7 | 171550 | 3 |
DIME Test ID: 2016-05-17-20-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6050
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing