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 # 031H4804 Cty ED Rte 193 PM 23.4

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Nathan Alterton

Date Reported:

07/22/2016

Address:

TL Number:

1

City:

Project Name: Emergency Slope Failure -Replace remaining section of gabion wall with soldier pile tieback wall and reconstruct roadway

Prime Contractor: MCM Construction, Inc

Sample Taken Date:

07/12/2016

Mix Design:

Unknown

Contractor: Unknown

Location: El Dorado 193

Structure unique identifier: Unknown

Structure name: Unknown

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

SpecimenAverage 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
15.9928.18694602464.91
25.9828.09691922463.21

DIME Test ID: 2016-07-12-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2460
Age of specimen: 10 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