Sample Record

Owner Lab

  • CT METS QASI - Los Angeles Design Build Field Laboratory

DIME Sample ID 2020-07-02-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Award Date06/24/2020
Closeout Date11/28/2023
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date07/02/2020 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/09/2020
Sample typeQuality Assurance A brief description of the sample#8 Welded Hoops
The quantity of what the sample constitutes8 bars From where was the sample collectedSource
First name of sampler or witnessed byMichael Last name of sampler or witnessed byKopenski
Title of samplerQA Telephone number of sampler3107459655
Laboratory sample identificationL149-062-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)3092828
Hoop Manufacturer Lot Number(s)1 and 5 Material Standard CodeASTM A706
Material Grade60 Rebar Size#8
Diameter of Hoop4'-5" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Etiwanda
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-07-02-1-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/2020fsaylor
Yes
07/10/2020OK Necking
2020-07-02-1-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/2020fsaylor
Yes
07/10/2020OK Necking
2020-07-02-1-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/2020fsaylor
Yes
07/10/2020OK Necking
2020-07-02-1-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/2020fsaylor
Yes
07/10/2020OK Necking
2020-07-02-1-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/2020fsaylor
Yes
07/10/2020OK Necking
2020-07-02-1-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/2020fsaylor
Yes
07/10/2020OK Necking

Sample File Attachments

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Test File Attachments


DIME Test ID: 2020-07-02-1-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-07-02-1-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-07-02-1-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-07-02-1-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-07-02-1-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-07-02-1-6 CTM 670-December 2013 (Verified)