Summary for Test 2020-07-16-10-1

Test performed: ASTM A884-14

Project Information

Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
Award Date01/02/2020
Closeout Date05/26/2022
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
QA Service Level1 (Verified on 03/20/2020)

Sample Information

Sample Taken Date07/16/2020 Sample Unique Key10
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 testing07/20/2020
Sample typeVerification A brief description of the sample1-1/2" Dowel Bar
The quantity of what the sample constitutes1,140 baskets From where was the sample collectedFabricator
First name of sampler or witnessed byJoe Last name of sampler or witnessed byLanz
Title of samplerQA Inspector Telephone number of sampler707 208-5241
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSimplex - Fernley, NV Transportation Laboratory (TL) NumberC741331
Inspector Lot Number from the Transportation Laboratory (TL) FormB31-032-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number120202248820
Dowel Epoxy Batch Number3CH2013021 Dowel Coating SpecificationASTM A775
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel ManufacturerNucor Dowel CoaterSimplex
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2020-07-16-10
DIME Test ID: 2020-07-16-10-1
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: 2020-07-21

Test Results

Input Type: Measured
Tester's full name: Fred Saylor
Date of test: 07/21/2020
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 14.58 mils
First Bar Side 2 mean value: 16.13 mils
Second Bar Side 1 mean value: 16.86 mils
Second Bar Side 2 mean value: 15.44 mils
First Bar Mean: 15.36 mils
Second Bar Mean: 16.15 mils
Total mean value: 15.75 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2020