Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2016-12-05-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 210951
DEA: 120M3404
EFIS: 1212000017
DIST-CO-RTE-PM12-ORA-73,133-16.6,4.2
Award Date03/29/2016
Closeout Date06/17/2021
Work DescriptionWIDEN RAMP, CONSTRUCT RW AND DI, AND MODIFY LIGHTING
Location DescriptionNot set
QA Service Level1 (Verified on 03/30/2016)

Sample Information

Sample Taken Date12/05/2016 Sample Unique Key3
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 testing12/07/2016
Sample typeQuality Assurance A brief description of the sampleWilliams Thread Bars
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byKen Last name of sampler or witnessed byVarela
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameWilliams Form Transportation Laboratory (TL) NumberC939307
Inspector Lot Number from the Transportation Laboratory (TL) FormL0814016 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar Type Rebar Size#8
Nut Specification for Threaded BarAISI 1045 System ManufacturerWilliams Form
Epoxy Coating ColorPurple Threaded Bar ApplicationThreaded Bar
Coating StandardsASTM A934 epoxy Bar Heat Number(s)NF16202580, NF16102113
Nut Heat Number(s)NF15202140 Bar Lot NumberUnknown
Nut Lot Number8P5D Coupler Heat Number(s)
Coupler Grade

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2016-12-05-3-1ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/2016Brian
Yes
12/19/2016A615 Threaded Bar and Nut
2016-12-05-3-2ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/2016Brian
Yes
12/19/2016A615 Threaded Bar and Nut
2016-12-05-3-3ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/2016Brian
Yes
12/19/2016A615 Threaded Bar and Nut
2016-12-05-3-4ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/2016Brian
Yes
12/19/2016A615 Threaded Bar and Nut
2016-12-05-3-5ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)Glen Weldon, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/2016Glen Weldon
Yes
12/19/2016Heat #NF16102113 Fails - 5 Readings below 80% of 10 mil minimum coating thickness.
2016-12-05-3-6ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)Glen Weldon, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/2016Glen Weldon
Yes
12/19/2016Heat #NF16202580 FAILS - Average Coating thickness of the 2 bars is below 10 mil minimum and 2 readings are below 80% of 10 mil minimum.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2016-12-05-3-1 ASTM A615-15 (Verified)
DIME Test ID: 2016-12-05-3-2 ASTM A615-15 (Verified)
DIME Test ID: 2016-12-05-3-3 ASTM A615-15 (Verified)
DIME Test ID: 2016-12-05-3-4 ASTM A615-15 (Verified)
DIME Test ID: 2016-12-05-3-5 ASTM A934-13 (Verified)
DIME Test ID: 2016-12-05-3-6 ASTM A934-13 (Verified)