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 # 042A6204 Cty SOL Rte 12 PM 20.6/23.5

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Noel Acquino

Date Reported:

10/31/2014

Address:

TL Number:

City:

Project Name: WIDEN SHOULDERS AND INTERSECTIONS AND PLACE HMA.

Prime Contractor: RGW

Sample Taken Date:

10/28/2014

Mix Design:

1416245

Contractor: Unknown

Location: SOLANO COUNTY IN AND NEAR RIO VISTA FROM 0.1 MILE WEST OF CURRIE ROAD TO 0.3 MILE WEST OF SUMMERSET ROAD

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

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
128.095.982846.1799461
228.185.992878.3811101

DIME Test ID: 2014-10-28-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2860
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 3 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