DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 040J7104 Cty SOL Rte 80 PM 1.8/4.4
Vendor #
|
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 # 040J7104 Cty SOL Rte 80 PM 1.8/4.4 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Quang Tran |
Date Reported: |
04/01/2022 |
|
|
Address: |
TL Number: |
023655 |
||
|
City: |
||||
|
Project Name: RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE. |
||||
|
Prime Contractor: BROSAMER & WALL, INC. |
||||
|
Sample Taken Date: |
03/22/2022 |
Mix Design: |
CT063AC5 |
|
|
Contractor: Unknown |
Location : SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS |
|||
|
Structure unique identifier: |
||||
|
Structure name: Tennessee OC |
||||
|
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 | 4.04 | 12.82 | 54331 | 4238.0 | 1 |
| 2 | 4.04 | 12.82 | 53830 | 4199.0 | 2 |
| 3 | 4.03 | 12.76 | 53993 | 4233 | 1 |
DIME Test ID: 2022-03-22-10-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4220
Age of specimen: 10 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing