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 # 041SS034 Cty ALA Rte 580 PM R4.9/R5.6
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 # 041SS034 Cty ALA Rte 580 PM R4.9/R5.6 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Eddie Dike |
Date Reported: |
12/06/2016 |
|
|
Address: |
TL Number: |
044672 |
||
|
City: |
||||
|
Project Name: CONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS |
||||
|
Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
||||
|
Sample Taken Date: |
11/07/2016 |
Mix Design: |
1416245 |
|
|
Contractor: Unknown |
Location : IN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0 |
|||
|
Structure unique identifier: Unknown |
||||
|
Structure name: Unknown |
||||
|
Location of Pour: Unknown |
||||
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 | 5.98 | 28.09 | 123710 | 4404.1 | 1 |
| 2 | 5.96 | 27.9 | 127936 | 4585.5 | 4 |
DIME Test ID: 2016-11-07-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4490
Age of specimen: 29 days
Certified By: Bang Nguyen
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing