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 # 032F21U3 Cty SAC Rte 50 PM 2.5/0.6

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Bojana Gutierrez

Date Reported:

10/13/2014

Address:

TL Number:

City:

Project Name: NOTIFY SMR BEFORE RESPONDING TO ANY REQUESTS FOR INSPECTION OR TESTING.The Design Build project will place overlay, replace bridge joint seals and/or joint seal assemblies, and correct drainage issues on Sacramento River Viaduct and West End Viaduct.

Prime Contractor: Myers and Sons / RL Wadsworth, JV

Sample Taken Date:

09/14/2014

Mix Design:

1442087

Contractor: Unknown

Location : US Route 50 from PM 2.5 in Yolo County through PM 0.6 in Sacramento County; Route I-5 from

Structure unique identifier: Unknown

Structure name: Unknown

Location of Pour:


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

Cured in accordance with ASTM C511

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
127.995.979246.72588141
227.995.979313.52606861

DIME Test ID: 2014-09-14-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9280
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 29 days
Certified By: Steve Wake



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