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 # 033H4504 Cty ED Rte 50 PM 33.8/34.2
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 # 033H4504 Cty ED Rte 50 PM 33.8/34.2 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Jody Phillips |
Date Reported: |
10/17/2022 |
|
|
Address: |
TL Number: |
133679 |
||
|
City: |
||||
|
Project Name: CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY. |
||||
|
Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
||||
|
Sample Taken Date: |
10/03/2022 |
Mix Design: |
Unknown |
|
|
Contractor: Unknown |
Location : EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE |
|||
|
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 | 34813 | 2757.0 | 4 |
| 2 | 4.01 | 12.63 | 21387 | 1693.0 | 1 |
| 3 | 4.02 | 12.69 | 35638 | 2808 | 1 |
DIME Test ID: 2022-10-03-28-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2420
Age of specimen: 14 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing