Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2023-05-02-4

Project Information

Project IdentifiersProject ID: 994109
DEA: 060W1704
EFIS: 0617000103
DIST-CO-RTE-PM06-FRE-41-R27.4/R28.5
Award Date11/10/2022
Closeout DateNot set
Work DescriptionREMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location DescriptionFRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
QA Service Level1 (Verified on 07/13/2022)

Sample Information

Sample Taken Date05/02/2023 Sample Unique Key4
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 testing05/05/2023
Sample typeQuality Assurance A brief description of the sampleThread Bar and Hex Nuts
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byBrian Last name of sampler or witnessed byMurray
Title of samplerQA Inspector Telephone number of sampler2134354055
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDywidag Systems Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL140-045-23 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#8
Nut Specification for Threaded BarASTM A519 System ManufacturerDywidag Systems
Epoxy Coating ColorNA Threaded Bar Application
Coating StandardsUncoated Bar Heat Number(s)58054482/02
Nut Heat Number(s)73122836 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-05-02-4-1ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/05/2023bewing
Yes
05/10/2023A615 Basr and Nut
2023-05-02-4-2ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/05/2023bewing
Yes
05/10/2023A615 Bar and Nut

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-05-02-4-1 ASTM A615-20 (Verified)
DIME Test ID: 2023-05-02-4-2 ASTM A615-20 (Verified)