Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee
DIME Sample ID: 2025-11-25-7
TL Number from the TL Form: L191-042-25
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: 11/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2025
The quantity of what the sample constitutes: 3,000 EA
A brief description of the sample: #6x 30" Rebar, Loose Tie Bars
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Highway Products
Rebar Heat Number(s): 4400039392
Rebar Epoxy Batch Number(s): BD40130NA
Rebar Coating Specification: ASTM A775
Rebar Size (#): 6
Rebar Coating Color: Green
Rebar Manufacturer: Nucor
Rebar Coater: Simcote
Rebar Powder Manufacturer:
Release Number:
Quality Assurance Code:
DIME Test ID: 2025-11-25-7-1
Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 12/04/2025
Date Tested: 12/04/2025
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:
|
First Bar Mean
|
6.45
|
|
Second Bar Mean
|
5.75
|
|
Lower spec. limit LSL
|
7
|
|
Upper spec. limit USL
|
16
|
|
Bar # for First Bar
|
1
|
|
Bar # for Second Bar
|
2
|
|
Total mean value
|
6.1
|
|
Total number of values less than LSL
|
no data
|
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2025-11-25-7-2
Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 12/04/2025
Date Tested: 12/04/2025
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:
|
Total Number of Holiday
|
no data0
|
|
Total Length
|
5
|
|
Holidays Per Linear Foot of Bar
|
no data0 holiday per ft
|
|
Holiday Test Pass/Fail
|
Pass
|
|
Bend Test Pass/Fail
|
Pass
|
