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 # 042G4414 Cty CC Rte 80 PM Various
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 # 042G4414 Cty CC Rte 80 PM Various Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Mian Arshad |
Date Reported: |
07/11/2016 |
|
|
Address: |
TL Number: |
268122 |
||
|
City: |
||||
|
Project Name: UPGRADE TRANSITION RAILING |
||||
|
Prime Contractor: MIDSTATE BARRIER INC |
||||
|
Sample Taken Date: |
06/13/2016 |
Mix Design: |
na |
|
|
Contractor: Unknown |
Location : IN CONTRA COSTA COUNTY, ON ROUTES 80 AND 580 AT VARIOUS LOCATIONS |
|||
|
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 | 5.97 | 27.99 | 100549 | 3592.3 | 1 |
| 2 | 5.98 | 28.09 | 95802 | 3410.5 | 1 |
DIME Test ID: 2016-06-13-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3500
Age of specimen: 28 days
Certified By: Mike Mullins
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing