Sample Record

DIME Sample ID 2020-07-14-4

Project Information

Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Award Date01/16/2019
Closeout Date01/11/2024
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level1 (Verified on 10/11/2018)

Owner Lab

  • CT HQ - QASI Bay Area Field Office

Sample Information

Sample Taken Date07/14/2020 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing07/13/2020 Sample typeDepartment Acceptance
A brief description of the sample1-1/2" 6 x 29" HDG Rod w/ nut & washer The quantity of what the sample constitutes72 ea.
From where was the sample collectedFabricator First name of sampler or witnessed byJason
Last name of sampler or witnessed byGramlick Title of sampler
Telephone number of sampler5104537830 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameStinger Bridge Iron
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormB-3-200-20
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A529 Threaded Bar Grade55
Threaded Bar TypePlain Rebar Size
Nut Specification for Threaded BarASTM A194-2H System ManufacturerAtlanta Rod and Manufacturing
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsASTM A153 galvanized Bar Heat Number(s)3092316
Nut Heat Number(s)75073143 Bar Lot Number3092316
Nut Lot Number29270-75073143 Coupler Heat Number(s)
Coupler Grade

Submitted Tests

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