Summary for Test 2016-10-24-1-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 208944
DEA: 07187224
EFIS: 0700000189
DIST-CO-RTE-PM07-LA-126-R6.8/R9.2
Award DateNot set
Closeout Date08/19/2021
Work DescriptionSR 126/Commerce Center Drive Interchange Project
Location DescriptionNorthwest of the City of Santa Clarita in unincorporated Los Angeles County
QA Service Level1 (Verified on 08/01/2013)

Sample Information

Sample Taken Date10/24/2016 Sample Unique Key1
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 testing10/25/2016
Sample typeQuality Assurance A brief description of the sampleEpoxy Coated Dowel
The quantity of what the sample constitutes2 From where was the sample collectedSource
First name of sampler or witnessed byRICK Last name of sampler or witnessed byBettencourt
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameDayton Transportation Laboratory (TL) NumberC927502
Inspector Lot Number from the Transportation Laboratory (TL) FormS2508716 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat NumberSE16103106
Dowel Epoxy Batch NumberUnknown Dowel Coating SpecificationASTM A934
Dowel Size1.5 in Dowel Coating ColorPurple
Dowel ManufacturerDayton Superior Dowel CoaterDayton Superior
Release Number1270712-1 Quality Assurance CodeUnknown
Rebar Size (#)

Test Details

DIME Sample ID: 2016-10-24-1
DIME Test ID: 2016-10-24-1-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2016-10-27

Test Results


Input Type: Measured
Tester's full name: Arnold Viken
Date of test: 10/26/2016
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 9.826 mils
First Bar Side 2 mean value: 15.67 mils
Second Bar Side 1 mean value: 12.82 mils
Second Bar Side 2 mean value: 13.28 mils
First Bar Mean: 12.75 mils
Second Bar Mean: 13.05 mils
Total mean value: 12.9 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2016