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 # 07288604 Cty LA Rte 710 PM 6.0-9.4

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Unknown

Date Reported:

05/08/2018

Address:

TL Number:

L48-018-18

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:

04/10/2018

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 C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)

SpecimenDiameter specimen (in)Length specimen (in)Maximum applied load indicated by the testing machine specimen (lbf)Age specimen (days)Split Tensile Strength specimen (psi)
16.0212.033094028270
26.0312.024042028355

DIME Test ID: 2018-04-10-4-1
Number of Specimens: 2
Average Split Tensile Strength: 315
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