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 # 042908C4 Cty ALA Rte 580 PM R8.4/R14.6

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Eddie Dike

Date Reported:

03/27/2015

Address:

TL Number:

191291

City:

Project Name: ROADWAY WIDENING AND REHABILITATION.

Prime Contractor: GHILOTTI CONSTRUCTION COMPANY

Sample Taken Date:

02/27/2015

Mix Design:

1557036

Contractor: Unknown

Location : ALAMEDA COUNTY IN LIVERMORE FROM 0.1 MILE WEST OF GREENVILLE ROAD UNDERCROSSING TO 0.5 MILE WEST OF 84/580 SEPARATION

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
128.376.016237.41769561
228.276.006235.81762861

DIME Test ID: 2015-02-27-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6240
Age of specimen: 28 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