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 # 04014124 Cty ALA Rte 80 PM 2.0
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 # 04014124 Cty ALA Rte 80 PM 2.0 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Wen Huang |
Date Reported: |
11/19/2014 |
|
|
Address: |
TL Number: |
82976 |
||
|
City: |
||||
|
Project Name: Bridge Yard Slab Replacement |
||||
|
Prime Contractor: Aegis -Chris Gallardo |
||||
|
Sample Taken Date: |
11/05/2014 |
Mix Design: |
D101C5R1 |
|
|
Contractor: Unknown |
Location : 210 Burma Rd |
|||
|
Structure unique identifier: Unknown |
||||
|
Structure name: Unknown |
||||
|
Location of Pour: |
||||
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.09 | 5.98 | 5217.4 | 146558 | 1 |
| 2 | 28.18 | 5.99 | 5399.7 | 152164 | 1 |
DIME Test ID: 2014-11-05-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5310
Age of specimen: 14 days
Certified By: She Vang
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing