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 # 04264094 Cty Rte PM Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Richard Duncan |
Date Reported: |
12/14/2017 |
|
Address: |
TL Number: |
Unknown |
||
City: |
||||
Project Name: |
||||
Prime Contractor: GHILOTTI BROS / RM HARRIS JV |
||||
Sample Taken Date: |
12/11/2017 |
Mix Design: |
4700P-ACC |
|
Contractor: Unknown |
Location : |
|||
Structure unique identifier: 270119 |
||||
Structure name: San Antonio Creek Bridge |
||||
Location of Pour: PT Anchorhead |
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 |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 6276.5 | 178065 | 1 |
2 | 28.37 | 6.01 | 6214.9 | 176317 | 1 |
DIME Test ID: 2017-12-11-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6250
Age of specimen: 3 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing