Summary for Test 2022-08-05-2-1

Test performed: ASTM A884-14

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 Date08/05/2022 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing09/09/2022 Sample typeQuality Assurance
A brief description of the sample1.5 inch dowels purple The quantity of what the sample constitutes404
From where was the sample collectedManufacturer First name of sampler or witnessed byBrian
Last name of sampler or witnessed byMurray Title of samplerQA Inspector
Telephone number of sampler213 435 4055 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) FormL140-138-22
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM7 - Epoxy Coated Dowels Dowel Metal Heat Number4400012225
Dowel Epoxy Batch Number1G90B Dowel Coating SpecificationASTM A934
Dowel Size1.5 in Dowel Coating ColorPurple
Dowel ManufacturerPacific Highway Products Dowel CoaterSimcoat Inc
Release Number Quality Assurance Code
Rebar Size (#)

Test Details

DIME Sample ID: 2022-08-05-2
DIME Test ID: 2022-08-05-2-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2022-09-13

Test Results


Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/09/2022
Lower spec. limit LSL: 7 mils
Upper spec. limit USL: 12 mils
First Bar Side 1 mean value: 7.03 mils
First Bar Side 2 mean value: 8.34 mils
Second Bar Side 1 mean value: 23.11 mils
Second Bar Side 2 mean value: 18.39 mils
First Bar Mean: 7.69 mils
Second Bar Mean: 20.75 mils
Total mean value: 14.22 mils
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/13/2022 ✔