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 # 033F5604 Cty SUT Rte 20 PM 17.0/17.1,0.0/0.4 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Selvendran Manoharan |
Date Reported: |
12/24/2021 |
|
Address: |
TL Number: |
|
||
City: |
||||
Project Name: INSTALL CAST-IN-STEEL SHELL CONCRETE PILE. |
||||
Prime Contractor: CALIFORNIA ENGINEERING CONTRACTORS, INC. |
||||
Sample Taken Date: |
11/12/2021 |
Mix Design: |
07215P25-F |
|
Contractor: Unknown |
Location: SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD |
|||
Structure unique identifier: |
||||
Structure name: Pier 17 |
||||
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 | 4.02 | 12.69 | 67060 | 5284.0 | 1 |
2 | 4.02 | 12.69 | 68375 | 5387.0 | 1 |
3 | 4.02 | 12.69 | 71620 | 5643 | 1 |
DIME Test ID: 2021-11-12-13-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5440
Age of specimen: 28 days
Certified By: Spencer Adams
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 | 4.00 | 12.57 | 74251 | 5909.0 | 1 |
2 | 4.00 | 12.57 | 77168 | 6141.0 | 1 |
3 | 4.00 | 12.57 | 73278 | 5831 | 1 |
DIME Test ID: 2021-11-12-13-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5960
Age of specimen: 42 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing