Summary for Test 2026-07-17-3-1

Test performed: ASTM A775-19

Project Information

Project IdentifiersProject ID: 1001469
DEA: 120K62U4
EFIS: 1224000090
DIST-CO-RTE-PM12-ORA,-5-R25.8/30.3
Award Date11/12/2025
Closeout DateNot set
Work DescriptionCONST BRIDGE, RW, SW, PAVEMENT, DRAINAGE, AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN IRVINE AND TUSTIN FROM YALE AVENUE OVERCROSSING TO ROUTE 5/55 SEPARATION
QA Service Level1 (Verified on 08/13/2025)

Sample Information

Sample Taken Date07/17/2026 Sample Unique Key3
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 testing07/17/2026
Sample typeQuality Assurance A brief description of the sample1.5" x 18" Loose Dowels
The quantity of what the sample constitutes505 From where was the sample collectedManufacturer
First name of sampler or witnessed byChris Last name of sampler or witnessed byDsouza
Title of samplerCT METS QA INSPECTOR Telephone number of sampler9493852715
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) FormL132-071-26 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat NumberJR0102
Dowel Epoxy Batch NumberCB14495NA 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: 2026-07-17-3
DIME Test ID: 2026-07-17-3-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Test Release Date: 2026-08-04

Test Results


Input Type: Calculated
Tester's full name: Andrew Auvinen
Date of test: 08/04/2026
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
Bar # for First Bar: 1
Bar # for Second Bar: 2
First Bar Mean: 9.62 mils
Second Bar Mean: 8.15 mils
Total mean value: 8.885 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2026