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 # 032F5704 Cty PLA Rte 80 PM 46.3/63.5
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 # 032F5704 Cty PLA Rte 80 PM 46.3/63.5 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Tad Sampson |
Date Reported: |
08/23/2022 |
|
|
Address: |
TL Number: |
89835 |
||
|
City: |
||||
|
Project Name: Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay) |
||||
|
Prime Contractor: Walsh Construction Company II, LLC (Walsh) |
||||
|
Sample Taken Date: |
07/26/2022 |
Mix Design: |
7325-6 |
|
|
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 | 6.02 | 28.46 | 140990 | 4953.0 | 1 |
| 2 | 6.03 | 28.56 | 140501 | 4920.0 | 1 |
DIME Test ID: 2022-07-26-17-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4940
Age of specimen: 28 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing