|
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 # 033F0704 Cty SAC Rte 51 PM 2.0/3.5 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
John Ruzic |
Date Reported: |
03/01/2024 |
|
|
Address: |
TL Number: |
295222 |
||
|
City: |
||||
|
Project Name: American River Bridge Rehabilitation |
||||
|
Prime Contractor: American River Constructors |
||||
|
Sample Taken Date: |
02/02/2024 |
Mix Design: |
1615453 |
|
|
Contractor: Unknown |
Location : |
|||
|
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
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 | 39651 | 3124.0 | 1 |
| 2 | 4.01 | 12.63 | 42781 | 3387.0 | 1 |
| 3 | 4.02 | 12.69 | 41367 | 3259 | 1 |
DIME Test ID: 2024-02-02-4-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3260
Age of specimen: 7 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
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 | 69072 | 5442.0 | 4 |
| 2 | 4.02 | 12.69 | 63223 | 4981.0 | 2 |
| 3 | 4.01 | 12.63 | 69057 | 5468 | 1 |
DIME Test ID: 2024-02-02-4-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5300
Age of specimen: 28 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing