Summary for Test 2024-09-05-1-1

Test performed: ASTM A884-19e20

Project Information

Project IdentifiersProject ID: 993318
DEA: 11423704
EFIS: 1116000059
DIST-CO-RTE-PM11-SD-8-R31.8/R41.7
Award Date04/01/2022
Closeout Date04/08/2025
Work DescriptionPLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location DescriptionSAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
QA Service Level1 (Verified on 10/27/2021)

Sample Information

Sample Taken Date09/05/2024 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing09/05/2024 Sample typeRetest
A brief description of the sampleEpoxy Coated Dowel Bars The quantity of what the sample constitutes505 each
From where was the sample collectedFabricator First name of sampler or witnessed byLevi
Last name of sampler or witnessed byPivoda Title of samplerAssociate Steel Inspector
Telephone number of sampler19152961871 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAmerican Highway
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS88-905-24
Structure unique identifier57-0688R Structure nameSweetwater River Bridge
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number1202062387
Dowel Epoxy Batch NumberCH2613TV CH0684UP Dowel Coating SpecificationASTM A934
Dowel Size1.5 in Dowel Coating ColorPurple
Dowel ManufacturerNucor Dowel CoaterAmerican Highway Simplex
Release Number Quality Assurance Code
Rebar Size (#)1-1/2" x 18"

Test Details

DIME Sample ID: 2024-09-05-1
DIME Test ID: 2024-09-05-1-1
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: 2024-09-12

Test Results


Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 09/11/2024
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 40 mils
First Bar Side 1 mean value: 8.12
First Bar Side 2 mean value: 7.5
Second Bar Side 1 mean value: 8.1
Second Bar Side 2 mean value: 9.11
First Bar Mean: 7.81
Second Bar Mean: 8.61
Total mean value: 8.21
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2024 ✔