Summary for Test 2026-06-03-1-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 994901
DEA: 112T3434
EFIS: 1120000081
DIST-CO-RTE-PM11-SD-805-5.1/8.3
Award Date01/29/2024
Closeout DateNot set
Work DescriptionSOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
QA Service Level1 (Verified on 03/21/2024)

Sample Information

Sample Taken Date06/03/2026 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing06/08/2026 Sample typeQuality Assurance
A brief description of the sample1.5"X 18" Dowell Bar Baskets The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byAlexis
Last name of sampler or witnessed byMillan Title of samplerCT QA METS 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) FormL191-074-26
Structure unique identifier Structure name
Bid Item3892156

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number3600054630
Dowel Epoxy Batch NumberCH3505AX Dowel Coating SpecificationASTM A775
Dowel Size1.5 in Dowel Coating ColorGreen
Dowel ManufacturerNucor Dowel CoaterSimcote Inc
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2026-06-03-1
DIME Test ID: 2026-06-03-1-1
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: 2026-06-16

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 06/16/2026
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 14.63
First Bar Side 2 mean value: 14.77
Second Bar Side 1 mean value: 16.55
Second Bar Side 2 mean value: 14.87
First Bar Mean: 14.7
Second Bar Mean: 15.71
Total mean value: 15.21
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/16/2026 ✔