Summary for Test 2020-09-15-1-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout Date06/06/2024
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date09/15/2020 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing09/18/2020 Sample typeDepartment Acceptance
A brief description of the sample1.5" x 18" Epoxy Coated Dowels The quantity of what the sample constitutes404
From where was the sample collectedManufacturer First name of sampler or witnessed byKevin
Last name of sampler or witnessed byMuser Title of samplerqa
Telephone number of sampler9165170532 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSimplex
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS19-498-20
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number191058
Dowel Epoxy Batch Number3CH2013021 Dowel Coating SpecificationASTM A775
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel ManufacturerSimplex Dowel CoaterSimplex
Release Number106484 Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2020-09-15-1
DIME Test ID: 2020-09-15-1-1
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: 2020-09-22

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/21/2020
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 12.37 mils
First Bar Side 2 mean value: 15.33 mils
Second Bar Side 1 mean value: 13.04 mils
Second Bar Side 2 mean value: 12.15 mils
First Bar Mean: 13.85 mils
Second Bar Mean: 12.59 mils
Total mean value: 13.22 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2020