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 # 033797U4 Cty SAC Rte 80 PM R10.9/R11.7,M0.0/M10.4 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Meshack Okpala |
Date Reported: |
08/16/2016 |
|
Address: |
TL Number: |
0001 |
||
City: |
||||
Project Name: REPLACE PCCP, PLACE HMA, WIDEN BRIDGES AND CONSTRUCT SOUNDWALLS. |
||||
Prime Contractor: BAY CITIES / MYERS JV |
||||
Sample Taken Date: |
07/19/2016 |
Mix Design: |
Unknown |
|
Contractor: Unknown |
Location: YOLO AND SACRAMENTO COUNTIES IN AND NEAR WEST SACRAMENTO AND SACRAMENTO FROM ROUTE 80/84 SEPARATION TO WATT AVENUE OVERCROSSING |
|||
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
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 | 5.99 | 28.18 | 163713 | 5809.5 | 2 |
2 | 5.98 | 28.09 | 162709 | 5792.4 | 3 |
DIME Test ID: 2016-07-19-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5800
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing