Sample Record

DIME Sample ID 2017-05-30-1

Project Information

Project IdentifiersProject ID: 211712
DEA: 07305204
EFIS: 0714000092
DIST-CO-RTE-PM07-VEN-33-15.7
Award Date11/28/2016
Closeout Date10/06/2022
Work DescriptionCONSTRUCT SOIL NAIL WALL AND ROCK SLOPE PROTECTION.
Location DescriptionVENTURA COUNTY NEAR OJAI AT 0.1 MILE SOUTH OF NORTH FORK MATILIJA CREEK BRIDGE
QA Service Level1 (Verified on 09/12/2016)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date05/30/2017 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing06/02/2017 Sample typeQuality Assurance
A brief description of the sampleNo. 9 Grade 75 epoxy coated bars, and hex nuts The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byKenneth
Last name of sampler or witnessed byVarela Title of samplerAssociate Steel Inspector
Telephone number of sampler562-440-7716 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWilliams Form Eng
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL0805917
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size
Nut Specification for Threaded BarASTM A615 System ManufacturerWilliams Form Eng
Epoxy Coating ColorPurple Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A934 epoxy Bar Heat Number(s)100786966
Nut Heat Number(s)NF15203512 Bar Lot Number10078696621
Nut Lot Number9H5D Coupler Heat Number(s)N/A
Coupler GradeN/A

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2017-05-30-1-1ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory06/07/201706/07/2017
Yes
06/15/2017A615 Bar & NutPublic - Test Data Visible
2017-05-30-1-2ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory06/07/201706/07/2017
Yes
06/15/2017A615 Bar & NutPublic - Test Data Visible
2017-05-30-1-3ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)Glen Weldon, CT HQ - Sacramento Structural Materials Testing Laboratory06/07/2017
Yes
06/15/2017Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2017-05-30-1-1 ASTM A615-15 (Verified)
DIME Test ID: 2017-05-30-1-2 ASTM A615-15 (Verified)
DIME Test ID: 2017-05-30-1-3 ASTM A884-14 (Verified)