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 # 040J6424 Cty SON Rte 101 PM 32.8/R54.2 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Syd Valeh |
Date Reported: |
10/28/2020 |
|
Address: |
TL Number: |
120787 |
||
City: |
||||
Project Name: CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS. |
||||
Prime Contractor: O.C. JONES & SONS, INC. |
||||
Sample Taken Date: |
10/21/2020 |
Mix Design: |
4700 |
|
Contractor: Unknown |
Location : SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION |
|||
Structure unique identifier: |
||||
Structure name: |
||||
Location of Pour: |
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) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.03 | 28.56 | 143864 | 5038.0 | 1 |
2 | 6.02 | 28.46 | 156975 | 5515.0 | 1 |
DIME Test ID: 2020-10-21-13-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5280
Age of specimen: 7 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
![]() |
TL- Report of Laboratory Testing