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 # 033E1004 Cty PLA Rte 80 PM 8.1/37.8 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Martin Clark |
Date Reported: |
03/10/2015 |
|
Address: |
TL Number: |
151454 |
||
City: |
||||
Project Name: IMPROVING VERTICAL CLEARANCE |
||||
Prime Contractor: RGW Construction Inc |
||||
Sample Taken Date: |
03/07/2015 |
Mix Design: |
xxxxxxxxxxxxxxxx |
|
Contractor: Unknown |
Location: PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING |
|||
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
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 | 28.27 | 6.00 | 3311.2 | 93607 | 1 |
2 | 28.37 | 6.01 | 3470.7 | 98465 | 1 |
DIME Test ID: 2015-03-07-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3390
Age of specimen: 3 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing