Summary for Test 2023-08-21-6-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 212498
DEA: 021H5204
EFIS: 0217000009
DIST-CO-RTE-PM02-SIS-3,263-48.5/49.7 - 49.41
Award Date06/09/2023
Closeout DateNot set
Work DescriptionRoadway Rehabilitation
Location Description02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date08/21/2023 Sample Unique Key6
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 testing08/22/2023
Sample typeQuality Assurance A brief description of the sample1-1/4" x 18" loose dowel bars
The quantity of what the sample constitutes295 pieces From where was the sample collectedFabricator
First name of sampler or witnessed byAndrew Last name of sampler or witnessed byWebster
Title of samplerQAI Telephone number of sampler9254189838
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) FormS90-003-23 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number1201052636
Dowel Epoxy Batch NumberCH1932JJ CH2172HC Dowel Coating SpecificationASTM A934
Dowel Size1.25 in Dowel Coating ColorPurple
Dowel ManufacturerNucor Dowel CoaterAmerican Highway Simplex
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2023-08-21-6
DIME Test ID: 2023-08-21-6-1
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: 2023-08-28

Test Results


Input Type: Calculated
Tester's full name: Andrew Auvinen
Date of test: 08/23/2023
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Mean: 9.28
Second Bar Mean: 11.68
Total mean value: 10.48
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/28/2023