Project Information

Project ID: 213572 DEA: 042J6704 EFIS: 0414000544 QA Service Level: 1

DIST-CO-RTE-PM: 04-ALA-238-14.5/16.5

Work Description: HIGHWAY LIGHTING

Location Description: ALAMEDA COUNTY IN SAN LORENZO FROM 0.42 MILE WEST OF HESPERIAN BOULEVARD UNDERCROSSING TO 0.52 MILE EAST OF MISSION BOULEVARD UNDERCROSSING

Contractor Name: PACIFIC INFRASTRUCTURE CONSTRUCTION

Contractor Address: 871 COTTING COURT, SUITE A,, VACAVILLE CA 95688

Resident Engineer: Rui Zhang Structure Rep.: Alexander Schmitt

Sample Information

DIME Sample ID: 2019-05-24-10

TL Number from the TL Form:

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

Sample Organization Contact: (530) 329-6527

Type of Sample: Quality Assurance

Type of Material: SMTL TM7 - Epoxy Coated Rebar

Sample Taken Date: 05/24/2019

Date that the sample was received by the laboratory/organization performing the testing: 06/12/2019

The quantity of what the sample constitutes: 2

A brief description of the sample: Epoxy Coated Rebar

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Fletcher Coating

Material Information

Rebar Heat Number(s): 1202011759

Rebar Epoxy Batch Number(s):

Rebar Coating Specification: ASTM A934

Rebar Size (#): 6

Rebar Coating Color: Purple

Rebar Manufacturer: Nucor

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: 2019-05-24-10-1

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

Verified Date: 06/18/2019

Date Tested: 06/14/2019

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	11.53
Second Bar Mean	11.75
Total mean value	11.64

Test 2 of 2

DIME Test ID: 2019-05-24-10-2

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