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 # 040P1304 Cty MRN Rte 1 PM 11.5

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Gina Choi

Date Reported:

03/08/2018

Address:

TL Number:

City:

Project Name: Construct Soldier Pile Wall with Tiebacks

Prime Contractor: GHILOTTI CONSTRUCTION COMPANY

Sample Taken Date:

01/18/2018

Mix Design:

4700

Contractor: Unknown

Location: Route 1 PM 11.5

Structure unique identifier: Soldier Pile 76 and 86

Structure name: Retaining Wall 1

Location of Pour: Pile


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
128.376.015632.51597941
228.276.005526.81562421

DIME Test ID: 2018-01-18-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5580
Age of specimen: 49 days
Certified By: Bang Nguyen



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