Summary for Test 2026-08-06-17-1

Test performed: ASTM A884-19e20

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 Key17
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 1 ½” X 18” FULLY EPOXY COATED PURPLE LOOSE DOWEL BARS The quantity of what the sample constitutes418
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 Dowels Dowel Metal Heat Number1201075239
Dowel Epoxy Batch NumberCH3005KW CH0436JF Dowel Coating SpecificationASTM A934
Dowel Size1.5 in Dowel Coating ColorPurple
Dowel Manufacturer Dowel CoaterAmerican Highway
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2026-08-06-17
DIME Test ID: 2026-08-06-17-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2026-08-20

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 08/20/2026
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 9.32
First Bar Side 2 mean value: 11.2
Second Bar Side 1 mean value: 8.86
Second Bar Side 2 mean value: 8.58
First Bar Mean: 10.26
Second Bar Mean: 8.72
Total mean value: 9.49
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2026 ✔