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 # 02378904 Cty SHA Rte 5 PM R63.2/R65.8
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 # 02378904 Cty SHA Rte 5 PM R63.2/R65.8 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Time Bade |
Date Reported: |
04/19/2016 |
|
|
Address: |
TL Number: |
852902 |
||
|
City: |
||||
|
Project Name: BRIDGE REPLACEMENT |
||||
|
Prime Contractor: TUTOR-SALIBA CORPORATION |
||||
|
Sample Taken Date: |
04/05/2016 |
Mix Design: |
Unknown |
|
|
Contractor: Unknown |
Location : IN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS |
|||
|
Structure unique identifier: Unknown |
||||
|
Structure name: Unknown |
||||
|
Location of Pour: abut 6 void repair |
||||
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) | Type of fracture pattern of cylinder |
|---|---|---|---|---|
| 1 | 3.00 | 7.07 | 107860 | 4 |
| 2 | 3.00 | 7.07 | 111020 | 2 |
| 3 | 3.00 | 7.07 | 104610 | 1 |
DIME Test ID: 2016-04-05-7-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15250
Comment on any defect in either specimen or caps (Max 250 Characters): ground ends, no capping
Age of specimen: 14 days
Certified By: Mike Mullins
|
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing