Summary for Test 2022-07-19-31-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 77777
DEA: STOCK-CHEM
EFIS: STOCK-CHEM
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 Date07/19/2022 Sample Unique Key31
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/21/2022
Sample typeVerification A brief description of the sample1-1/2" diameter A775 Dowels
The quantity of what the sample constitutes100 From where was the sample collectedFabricator
First name of sampler or witnessed byMahlon Last name of sampler or witnessed byLindenmuth
Title of samplerQA Inspector Telephone number of sampler6467403704
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Highway Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS46-197-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number229722
Dowel Epoxy Batch NumberCH0692LV Dowel Coating SpecificationASTM A775
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel ManufacturerCascade Steel Dowel CoaterAmerican Highway
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2022-07-19-31
DIME Test ID: 2022-07-19-31-1
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: 2022-08-01

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 07/28/2022
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 7.49
First Bar Side 2 mean value: 8.16
Second Bar Side 1 mean value: 7.97
Second Bar Side 2 mean value: 7.31
First Bar Mean: 7.83
Second Bar Mean: 7.64
Total mean value: 7.73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/1/2022