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 # 04209504 Cty MRN Rte 1 PM 50.2/50.5,0.0/0.2 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Scott Hislop |
Date Reported: |
07/25/2018 |
|
Address: |
TL Number: |
161414 |
||
City: |
||||
Project Name: REPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121 |
||||
Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
||||
Sample Taken Date: |
06/27/2018 |
Mix Design: |
4201A |
|
Contractor: Unknown |
Location: MARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE |
|||
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
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 | 28.37 | 158527 | 5587.8 | 1 |
2 | 6.01 | 28.37 | 157518 | 5552.3 | 1 |
DIME Test ID: 2018-06-27-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5570
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
![]() |
TL- Report of Laboratory Testing