Summary for Test 2023-06-08-7-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 994780
DEA: 070W3304
EFIS: 0721000265
DIST-CO-RTE-PM07-LA-10-19.5/29.5
Award Date03/13/2023
Closeout Date03/14/2025
Work DescriptionLOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location DescriptionDIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level1 (Verified on 06/07/2023)

Sample Information

Sample Taken Date06/08/2023 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing06/08/2023 Sample typeQuality Assurance
A brief description of the sampleEpoxy Coated Rebar Dowels The quantity of what the sample constitutes1200+-
From where was the sample collectedFabricator First name of sampler or witnessed byHenry
Last name of sampler or witnessed byArredondo Title of samplerCALTRANS METS QA INSPECTOR
Telephone number of sampler5623329603 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Company Santa Fe Springs, CA.
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 NumberGerdau 59109883 Nucor 1100044167
Dowel Epoxy Batch NumberYJ78400NA Dowel Coating SpecificationASTM A775
Dowel Size1.25 in Dowel Coating ColorGreen
Dowel Manufacturer Dowel CoaterAkzoNobel Coatings
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2023-06-08-7
DIME Test ID: 2023-06-08-7-1
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: 2023-06-30

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 06/28/2023
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 10.53
First Bar Side 2 mean value: 10.31
Second Bar Side 1 mean value: 10.65
Second Bar Side 2 mean value: 11.53
First Bar Mean: 10.42
Second Bar Mean: 11.09
Total mean value: 10.76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/30/2023 ✔