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 # 044A0004 Cty MRN Rte 101 PM 12.7/14.7
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 # 044A0004 Cty MRN Rte 101 PM 12.7/14.7 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Russell Steve |
Date Reported: |
08/05/2016 |
|
|
Address: |
TL Number: |
Unknown |
||
|
City: |
||||
|
Project Name: REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
||||
|
Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
||||
|
Sample Taken Date: |
07/08/2016 |
Mix Design: |
4201A |
|
|
Contractor: Unknown |
Location : REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
|||
|
Structure unique identifier: Br 27 0080 |
||||
|
Structure name: Frietas Parkway OC |
||||
|
Location of Pour: Barrier Slab |
||||
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 | 28.18 | 5.99 | 4350.3 | 122591 | 1 |
| 2 | 27.99 | 5.97 | 4308.6 | 120599 | 1 |
DIME Test ID: 2016-07-08-16-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4330
Age of specimen: 28 days
Certified By: Mike Mullins
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing