Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-03-04-3
TL Number from the TL Form:
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: 03/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/11/2026
The quantity of what the sample constitutes: 2 Coated, 1 Bare.
A brief description of the sample: #6 x 30" Epoxy Coated Tie Bars
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fletcher Coating Company
Rebar Heat Number(s): 4145918
Rebar Epoxy Batch Number(s): CH0705MG
Rebar Coating Specification: ASTM A934
Rebar Size (#): 6
Rebar Coating Color: Purple
Rebar Manufacturer: CMC Steel Arizona
Rebar Coater: Sherwin Williams
Rebar Powder Manufacturer: Sherwin Williams
Release Number:
Quality Assurance Code:
DIME Test ID: 2026-03-04-3-1
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 04/06/2026
Date Tested: 04/06/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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
|
7.65
|
|
Second Bar Mean
|
8.43
|
|
Total mean value
|
8.04
|
DIME Test ID: 2026-03-04-3-2
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 04/06/2026
Date Tested: 04/06/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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
|
