Summary for Test 2025-11-25-1-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 1000081
DEA: 081J5404
EFIS: 0818000069
DIST-CO-RTE-PM08-SBD-15-2.4
Award Date04/02/2025
Closeout DateNot set
Work DescriptionCB, JPCP (RSC), STRUCTURAL CONCRETE AND MODIFYING LIGHTING SYSTEMS.
Location DescriptionSAN BERNARDINO COUNTY IN ONTARIO AT ROUTE 10/15 SEPARATION
QA Service Level1 (Verified on 02/06/2024)

Sample Information

Sample Taken Date11/25/2025 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing12/02/2025 Sample typeQuality Assurance
A brief description of the sample1.5"X 30" The quantity of what the sample constitutes1620 LF
From where was the sample collectedManufacturer First name of sampler or witnessed byAlexis
Last name of sampler or witnessed byMillan Title of samplerCA METS QA Inspector
Telephone number of sampler9097569960 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Highway Products
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL191-038-25
Structure unique identifier Structure name
Bid Item3928125

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number4400038064
Dowel Epoxy Batch NumberCH1255YE Dowel Coating SpecificationASTM A775
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel Manufacturer Dowel CoaterSimcote
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2025-11-25-1
DIME Test ID: 2025-11-25-1-1
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: 2025-12-09

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 12/09/2025
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 8.24
First Bar Side 2 mean value: 10.39
Second Bar Side 1 mean value: 13.06
Second Bar Side 2 mean value: 11.64
First Bar Mean: 9.32
Second Bar Mean: 12.35
Total mean value: 10.83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/9/2025 ✔