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 # 044Q1004 Cty SON Rte 1 PM 22.6, 22.60, 22.6 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Cliff Law |
Date Reported: |
06/12/2020 |
|
Address: |
TL Number: |
161430 |
||
City: |
||||
Project Name: CONSTRUCT SOLDIER PILE WALL |
||||
Prime Contractor: Valentine Corp |
||||
Sample Taken Date: |
06/05/2020 |
Mix Design: |
590CL2 |
|
Contractor: Unknown |
Location: NEAR JENNER, AT 1.3 MILES SOUTH OF MUNIZ RANCH D |
|||
Structure unique identifier: |
||||
Structure name: |
||||
Location of Pour: Unknown |
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 | 6.02 | 28.46 | 115626 | 4062.0 | 1 |
2 | 6.01 | 28.37 | 116309 | 4100.0 | 1 |
DIME Test ID: 2020-06-05-17-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4080
Age of specimen: 7 days
Certified By: Larry McCrum
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing