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

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Contract # 04264094 Cty Rte PM

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Richard Duncan

Date Reported:

10/16/2017

Address:

TL Number:

City:

Project Name:

Prime Contractor: GHILOTTI BROS / RM HARRIS JV

Sample Taken Date:

09/16/2017

Mix Design:

4100A

Contractor: Unknown

Location:

Structure unique identifier:

Structure name: San Antonio Creek Bridge

Location of Pour: Stem and Soffit


The following testing has been tested in accordance with:

ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

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
128.376.016840.91940751
228.466.026899.91963711

DIME Test ID: 2017-09-16-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6870
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