Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-03-15-2

Project Information

Project IdentifiersProject ID: 213583
DEA: 060H2004
EFIS: 0612000157
DIST-CO-RTE-PM06-TUL-201,216-12.5,21.2,18.7
Award Date11/29/2018
Closeout Date11/29/2021
Work DescriptionBRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location DescriptionTULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date03/15/2019 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 sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes1 Lot of 150 From where was the sample collectedFabricator
First name of sampler or witnessed byHitesh Last name of sampler or witnessed byPatel
Title of samplerQuality Assurance Inspector Telephone number of sampler9168691602
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTNT Rebar Nucor Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL131-040-19 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)PL17209232
Hoop Manufacturer Lot Number(s)11 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyTNT Rebar 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