Summary for Test 2024-06-27-4-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 994976
DEA: 060X3304
EFIS: 0618000055
DIST-CO-RTE-PM06-KER-5-R0.0/4.4
Award Date10/23/2023
Closeout Date08/31/2026
Work DescriptionREPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location DescriptionKERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
QA Service Level1 (Verified on 07/27/2023)

Sample Information

Sample Taken Date06/27/2024 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing07/02/2024 Sample typeAuthorization
A brief description of the sample2 epoxy coated / 1 uncoated The quantity of what the sample constitutesAD Audit
From where was the sample collectedSource First name of sampler or witnessed byJason
Last name of sampler or witnessed byGramlick Title of samplerAssociate Steel Inspector
Telephone number of sampler7073192448 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) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number1202060282
Dowel Epoxy Batch NumberCH1024XY Dowel Coating SpecificationASTM A775
Dowel Size1.25 in Dowel Coating ColorGreen
Dowel ManufacturerNucor Steel Dowel CoaterSherwin Williams
Release NumberC240693 Quality Assurance Code
Rebar Size (#)1.5

Test Details

DIME Sample ID: 2024-06-27-4
DIME Test ID: 2024-06-27-4-1
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: 2024-07-18

Test Results


Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 07/02/2024
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 11.23
First Bar Side 2 mean value: 11.44
Second Bar Side 1 mean value: 11.72
Second Bar Side 2 mean value: 11.66
First Bar Mean: 11.34
Second Bar Mean: 11.69
Total mean value: 11.51
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/18/2024 ✔