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 # 030F2864 Cty SAC Rte 99 PM 7.92 / 8.4 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Masoud Saed |
Date Reported: |
09/13/2021 |
|
Address: |
TL Number: |
197324 |
||
City: |
||||
Project Name: Remove and replace Consumnes River and Consumnes River Overflow bridge |
||||
Prime Contractor: GRANITE CONSTRUCTION COMPANY |
||||
Sample Taken Date: |
08/23/2021 |
Mix Design: |
547 |
|
Contractor: Unknown |
Location : Sacramento County |
|||
Structure unique identifier: |
||||
Structure name: OP 5 Bent Cap and 6-5 col |
||||
Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 4.02 | 12.69 | 76294 | 6011.0 | 1 |
2 | 4.02 | 12.69 | 74855 | 5898.0 | 1 |
3 | 4.02 | 12.69 | 75291 | 5932 | 1 |
DIME Test ID: 2021-08-23-2-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5950
Age of specimen: 21 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing