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 # 024C40V4 Cty SHA Rte 5 PM R3.8/R11.7
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 # 024C40V4 Cty SHA Rte 5 PM R3.8/R11.7 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Henry Benner |
Date Reported: |
08/05/2019 |
|
|
Address: |
TL Number: |
95702 |
||
|
City: |
||||
|
Project Name: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
||||
|
Prime Contractor: J.F. SHEA CONSTRUCTION |
||||
|
Sample Taken Date: |
08/01/2019 |
Mix Design: |
SURECURE K6080-603 |
|
|
Contractor: Unknown |
Location: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
|||
|
Structure unique identifier: |
||||
|
Structure name: |
||||
|
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
| 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 | 6.02 | 28.45 | 230162 | 8090.1 | 1 |
| 2 | 6.02 | 28.45 | 231558 | 8139.1 | 1 |
DIME Test ID: 2019-08-01-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8110
Age of specimen: 4 days
Certified By: Larry McCrum
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing