|
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 # 042J1004 Cty NAP Rte 29 PM 11.3/11.6 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Danilo Patenia |
Date Reported: |
09/16/2019 |
|
|
Address: |
TL Number: |
212707 |
||
|
City: |
||||
|
Project Name: CONSTRUCT TWO SEPARATE ROUNDABOUT PROJECTS TOGETHER INTO ONE SINGLE PROJECT AND CONSTRUCTION CONTRACT. |
||||
|
Prime Contractor: O.C. JONES & SONS, INC. |
||||
|
Sample Taken Date: |
09/11/2019 |
Mix Design: |
000000 |
|
|
Contractor: Unknown |
Location : AT THE INTERSECTIONS OF FIRST STREET/ CALIFORNIA BLVD AND SECOND STREET/CALIFORNIA BLVD (CITY) AND AT HE STATE ROUTE 29 NORTHBOUND ON AND OFF RAMPS AND FIRST STREET ( CALTRANS) |
|||
|
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
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 | 6.01 | 28.35 | 81359 | 2869.8 | 1 |
| 2 | 6.02 | 28.45 | 92188 | 3240.4 | 1 |
DIME Test ID: 2019-09-11-10-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3060
Age of specimen: 5 days
Certified By: Larry McCrum
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing