Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-03-14-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212036
DEA: 044K2404
EFIS: 0417000284
DIST-CO-RTE-PM04-MRN,MRN-1-10.9, 10.8/10.9, 10.90, 6.6/10.9
Award Date01/31/2017
Closeout Date10/17/2022
Work DescriptionConstruct Solier Pile Wall
Location DescriptionNot set
QA Service Level1 (Verified on 03/17/2017)

Sample Information

Sample Taken Date03/14/2019 Sample Unique Key2
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 testing03/14/2019
Sample typeQuality Assurance A brief description of the sampleA513 Hollow Threaded Bar
The quantity of what the sample constitutesHeat 4170424, 64 available at WFE SD From where was the sample collectedSource
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerQA Telephone number of sampler310-883-8369
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form San Diego Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-122-19 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A513 Threaded Bar Grade75
Threaded Bar TypePlain Rebar Size11
Nut Specification for Threaded BarNA System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A153 galvanized Bar Heat Number(s)4170424
Nut Heat Number(s)NA Bar Lot NumberC21030558
Nut Lot NumberNA Coupler Heat Number(s)NA
Coupler GradeNA

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-03-14-2-1ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/28/2019Fred
Yes
04/05/201938mm Bar & Nut
2019-03-14-2-2ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/28/2019Fred
Yes
04/05/2019
2019-03-14-2-3ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/28/2019Fred
Yes
04/05/2019
2019-03-14-2-4ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/28/2019Fred
Yes
04/05/2019
2019-03-14-2-5ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/29/2019Fred
Yes
04/05/2019

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2019-03-14-2-1 ASTM A615-15 (Verified)
DIME Test ID: 2019-03-14-2-2 ASTM A615-15 (Verified)
DIME Test ID: 2019-03-14-2-3 ASTM A615-15 (Verified)
DIME Test ID: 2019-03-14-2-4 ASTM A615-15 (Verified)
DIME Test ID: 2019-03-14-2-5 ASTM A615-15 (Verified)