Sample Record

DIME Sample ID 2021-07-09-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Permit Numbers: 0823NMC0369
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Award Date03/11/2020
Closeout Date06/05/2024
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
QA Service Level1 (Verified on 09/16/2020)

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

Sample Information

Sample Taken Date07/09/2021 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing07/16/2021 Sample typeQuality Assurance
A brief description of the sampleA615 Grade 75 Threaded Bar The quantity of what the sample constitutesHeat 100108100
From where was the sample collectedManufacturer First name of sampler or witnessed byDavid
Last name of sampler or witnessed byWeeks Title of samplerASI
Telephone number of sampler310-883-8369 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWilliams Form Engineering Golden, CO
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL79-032-21
Structure unique identifier Structure nameRW No 5
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#9
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)100108100
Nut Heat Number(s)8391467 Bar Lot NumberNA
Nut Lot Number9L3D Coupler Heat Number(s)NA
Coupler GradeNA

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2021-07-09-2-1ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/20/202107/20/2021
Yes
07/20/2021Nut Stipped off need Grip Pull Bar for true ElongationPublic - Test Data Visible
2021-07-09-2-2ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/20/202107/20/2021
Yes
07/20/2021Grip PullPublic - Test Data Visible
2021-07-09-2-3ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/20/202107/20/2021
Yes
07/20/2021Grip PullPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2021-07-09-2-1 ASTM A615-15 (Verified)
DIME Test ID: 2021-07-09-2-2 ASTM A615-15 (Verified)
DIME Test ID: 2021-07-09-2-3 ASTM A615-15 (Verified)