|
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 # 044G0804 Cty SOL Rte 80 PM R10.4/30.2 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Justen Tatum |
Date Reported: |
07/24/2024 |
|
|
Address: |
TL Number: |
2022-09-15-29 |
||
|
City: |
||||
|
Project Name: Highway widening, overhead signs, and electronic toll system. |
||||
|
Prime Contractor: O.C. JONES & SONS, INC. |
||||
|
Sample Taken Date: |
09/15/2022 |
Mix Design: |
Unknown |
|
|
Contractor: Unknown |
Location : In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
|||
|
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 | 4.01 | 12.63 | 74494 | 5898.0 | 1 |
| 2 | 4.02 | 12.69 | 72061 | 5678.0 | 1 |
| 3 | 4.02 | 12.69 | 70413 | 5548 | 1 |
DIME Test ID: 2022-09-15-31-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5710
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
| Slump |
|---|
| 7 |
DIME Test ID: 2022-09-15-31-2
Certified By: Rose Saephan
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
|---|
| 65 |
DIME Test ID: 2022-09-15-31-3
Certified By: Rose Saephan
Test ID: 2022-09-15-31-2: Performed by RMA
Test ID: 2022-09-15-31-3: Performed by RMA
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing