STATE OF CALIFORNIA - CALIFORNIA STATE TRANSPORTATION AGENCY

Gavin Newsom, Governor


DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

MATERIALS ENGINEERING AND TESTING SERVICES

Concrete Materials Testing Branch

5900 Folsom Blvd.

Sacramento, CA 95819

916-227-7205

image

Contract # 044K2404 Cty MRN Rte 1 PM 10.9, 10.8/10.9, 10.90, 6.6/10.9

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Dawit Habteselassie

Date Reported:

07/03/2017

Address:

TL Number:

City:

Project Name: Construct Solier Pile Wall

Prime Contractor: Drill Tech

Sample Taken Date:

06/03/2017

Mix Design:

4700P

Contractor: Unknown

Location:

Structure unique identifier:

Structure name: Retaining Wall

Location of Pour: Soldierr Pile wall


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

SpecimenCross 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
128.376.015516.11564931
228.276.005503.31555771

DIME Test ID: 2017-06-03-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5510
Age of specimen: 30 days
Certified By: Mike Mullins



Summary of Items Observed and Conversations:

Comments: This report is for the purpose of reporting test results.
Should you require recommendations concerning repairs or remedial efforts please contact the METS representative,
who represents the Materials Engineering and Testing Services for your project.

*Subject to final inspection by the Resident Engineer.




TL- Report of Laboratory Testing