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: |
03/10/2022 |
|
Address: |
TL Number: |
225390 |
||
City: |
||||
Project Name: Remove and replace Consumnes River and Consumnes River Overflow bridge |
||||
Prime Contractor: GRANITE CONSTRUCTION COMPANY |
||||
Sample Taken Date: |
02/10/2022 |
Mix Design: |
590 |
|
Contractor: Unknown |
Location: Sacramento County |
|||
Structure unique identifier: |
||||
Structure name: |
||||
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
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 | 4.01 | 12.63 | 61468 | 4867.0 | 1 |
2 | 4.02 | 12.69 | 60728 | 4785.0 | 1 |
3 | 4.02 | 12.69 | 59841 | 4715 | 1 |
DIME Test ID: 2022-02-10-19-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4790
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing