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

image

Contract # 07288604 Cty LA Rte 710 PM 6.0-9.4

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Unknown

Date Reported:

04/27/2018

Address:

TL Number:

Unknown

City:

Project Name: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.

Prime Contractor: Shimmick/FCC/Impregilo (SFI) JV

Sample Taken Date:

03/01/2018

Mix Design:

SFI-LWSBS5

Contractor: Unknown

Location : Port of Long Beach (District 7)

Structure unique identifier: Unknown

Structure name: Unknown

Location of Pour: Unknown


The following testing has been tested in accordance with:

ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)

SpecimenDiameter specimen (in)Length specimen (in)Cross sectional area specimen (in^2)Age specimen (days)Static Modulus of Elasticity specimen (msi)
16.021228.4631562.519
26.021228.4631562.73
36.021228.4631562.525

DIME Test ID: 2018-03-01-7-1
Number of Specimens: 3
Average Static Modulus of Elasticity: 2.5913
Certified By: Larry McCrum



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