|
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 # 041X5804 Cty SON Rte 116 PM 19.9 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Unknown |
Date Reported: |
07/26/2024 |
|
|
Address: |
TL Number: |
|
||
|
City: |
||||
|
Project Name: Remove 12" AC overlay on the Jones Creek Bridge and Install precast pre-stressed slab girder. |
||||
|
Prime Contractor: Gordon N Ball, Inc. |
||||
|
Sample Taken Date: |
06/29/2024 |
Mix Design: |
Unknown |
|
|
Contractor: Unknown |
Location : Jones Creek Bridge (Bridge # 20-0094) in Sonoma 116 post mile 19.9 |
|||
|
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 C39 - Ground End
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 | 3.01 | 7.12 | 83523 | 11730.8 | 1 |
| 2 | 3.01 | 7.12 | 66013 | 9271.5 | 1 |
| 3 | 3.01 | 7.12 | 104537 | 14682.2 | 1 |
| 4 | 3.02 | 7.16 | 104893 | 14649.9 | 1 |
| 5 | 3.02 | 7.16 | 126088 | 17610.1 | 1 |
DIME Test ID: 2024-06-29-1-1
Number of specimens: 5
Compressive strength (to nearest 10 psi): 13590
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 27 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing