Summary for Test 2026-08-06-21-3

Test performed: ASTM A934-19

Project Information

Project IdentifiersProject ID: 1002077
DEA: 033H5904
EFIS: 0318000017
DIST-CO-RTE-PM03-PLA-80-R26.3/R55.2
Award Date01/08/2026
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/07/2026)

Sample Information

Sample Taken Date08/06/2026 Sample Unique Key21
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/10/2026
Sample typeQuality Assurance A brief description of the sampleASTM A934 #6 X 30” FULLY EPOXY COATED PURPLE LOOSE TIE BARS
The quantity of what the sample constitutes8869 EA From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byAlvarez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Higway Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Rebar Rebar Heat Number(s)314325
Rebar Epoxy Batch Number(s)CH3005KW CH0436JF Rebar Coating SpecificationASTM A934
Rebar Size (#)#6 Rebar Coating ColorPurple
Rebar ManufacturerCASCADE STEEL Rebar CoaterAmerican Highway
Rebar Powder Manufacturer Release Number
Quality Assurance Code

Test Details

DIME Sample ID: 2026-08-06-21
DIME Test ID: 2026-08-06-21-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Test Release Date: 2026-08-25

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 08/25/2026
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Side 1 mean value: 7.9
First Bar Side 2 mean value: 7.6
Second Bar Side 1 mean value: 8.2
Second Bar Side 2 mean value: 7.8
First Bar Mean: 7.75
Second Bar Mean: 8
Total mean value: 7.88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/25/2026