Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2021-09-29-2

Project Information

Project IdentifiersProject ID: 215255
DEA: 040A7714
EFIS: 0420000287
DIST-CO-RTE-PM04-ALA-80-6.4-6.6
Award Date05/03/2021
Closeout Date12/01/2023
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location DescriptionALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date09/29/2021 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Control A brief description of the sample#7 x 3'-0" dia.
The quantity of what the sample constitutes36 hoops from lots 1-9 From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byAlvarez
Title of sampler Telephone number of sampler5599740870
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTNT Rebar Company Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-123-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4108985
Hoop Manufacturer Lot Number(s)Lots 1-9 Material Standard CodeASTM A706
Material Grade60 Rebar Size#7
Diameter of Hoop3'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel Arizona
Welding CompanyTNT Rebar Company Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
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Sample File Attachments

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Test File Attachments