Summary for Test 2026-07-17-2-1

Test performed: ASTM A775-19

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 Date07/17/2026 Sample Unique Key2
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 constitutes100
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) FormL132-064-25
Structure unique identifier Structure name
Bid Item3892156

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat NumberJR0105
Dowel Epoxy Batch NumberCV1276RA 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: 2026-07-17-2
DIME Test ID: 2026-07-17-2-1
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: 8.62 mils
Second Bar Mean: 8.38 mils
Total mean value: 8.5 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2026 ✔