Summary for Test 2023-04-25-1-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 77777
DEA: CHEM-STOCK
EFIS: CHEM-STOCK
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for Chem Lab stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/25/2023 Sample Unique Key1
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 testing05/08/2023
Sample typeQuality Assurance A brief description of the sampleASTMA775 epoxy coated dowels
The quantity of what the sample constitutes3 From where was the sample collectedManufacturer
First name of sampler or witnessed byPaul Last name of sampler or witnessed byFarinha
Title of samplerAsi Telephone number of sampler916-798-7102
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Highway - Simplex Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number1202048045
Dowel Epoxy Batch NumberCH0483ZS Dowel Coating SpecificationASTM A884
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel ManufacturerNucor Dowel CoaterAmerican Highway Simplex
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2023-04-25-1
DIME Test ID: 2023-04-25-1-1
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: 2023-05-11

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 05/11/2023
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 11.56
First Bar Side 2 mean value: 10.71
Second Bar Side 1 mean value: 9.89
Second Bar Side 2 mean value: 8.85
First Bar Mean: 11.14
Second Bar Mean: 9.37
Total mean value: 10.25
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/11/2023