Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2019-10-28-2

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 Date10/28/2019 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 testing10/31/2019
Sample typeQuality Assurance A brief description of the sampleB7X Geo-Drill Injection Bar 32 mm GA
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 Telephone number of sampler213 435 4055
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliam Form Engineering Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL140-042-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A513 Threaded Bar Grade90
Threaded Bar Type Rebar Size
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A153 galvanized Bar Heat Number(s)4173505
Nut Heat Number(s)8295752 Bar Lot NumberC21032757
Nut Lot NumberUnknown Coupler Heat Number(s)M54421
Coupler Grade12

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-10-28-2-1ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)bewing, CT HQ - Sacramento Materials Management Branch Field Office11/01/2019She Vang
Yes
11/06/2019

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2019-10-28-2-1 ASTM A615-15 (Verified)