Project Information

Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 QA Service Level: 1

DIST-CO-RTE-PM: 07-LA-710-6.0-9.4

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

Location Description: Port of Long Beach (District 7)

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

Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802

Resident Engineer: Structure Rep.:

Sample Information

DIME Sample ID: 2018-11-13-2

TL Number from the TL Form: Unknown

Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office

Sample Organization Contact: (858) 285-5797

Type of Sample: Quality Assurance

Type of Material: SMTL TM7 - Epoxy Coated Rebar

Sample Taken Date: 11/13/2018

Date that the sample was received by the laboratory/organization performing the testing: 11/13/2018

The quantity of what the sample constitutes: 3

A brief description of the sample: Epoxy Coated Rebar

From where was the sample collected: Manufacturer

Laboratory sample identification: Unknown

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Fletcher Coating Co

Material Information

Rebar Heat Number(s): 4079006

Rebar Epoxy Batch Number(s): 8G25

Rebar Coating Specification: ASTM A934

Rebar Size (#): 5

Rebar Coating Color: Purple

Rebar Manufacturer: Gerdau

Rebar Coater: Fletcher Coating Company

Rebar Powder Manufacturer: Unknown

Release Number: Unknown

Quality Assurance Code: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-11-13-2-1

Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)

Verified Date: 11/16/2018

Date Tested: 11/16/2018

Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory

Organization Address: 5900 Folsom Boulevard,

Organization City: Sacramento

Organization State: CA

Organization Zipcode: 95819

Organization Email: joshua.moore@dot.ca.gov

Organization Phone: (530) 329-6527

General Comments for this Test:

Test Result Compliance:

Additional Comments When Verified:

Lower spec. limit LSL	7 mils
Upper spec. limit USL	12 mils
Bar # for First Bar	1
Bar # for Second Bar	2
First Bar Mean	9.98
Second Bar Mean	9.62
Total mean value	9.8

Test 2 of 2

DIME Test ID: 2018-11-13-2-2

Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)