Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2020-04-16-5

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Award Date10/31/2019
Closeout Date08/03/2023
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level1 (Verified on 02/27/2020)

Sample Information

Sample Taken Date04/16/2020 Sample Unique Key5
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 testing04/17/2020
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byKaveh Last name of sampler or witnessed byAladini
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlatiron Nucor HRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerHRC Intermediate Assembler or FabricatorUnknown
Rebar Size#11 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)73114939 73115502 Rebar Heat Number(s)3500010274
Rebar Size 2 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-04-16-5-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory04/17/2020fsaylor
Yes
04/17/2020OK Necking
2020-04-16-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory04/17/2020fsaylor
Yes
04/17/2020OK Necking
2020-04-16-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory04/17/2020fsaylor
Yes
04/17/2020OK Necking

Sample File Attachments

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Test File Attachments


DIME Test ID: 2020-04-16-5-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-04-16-5-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-04-16-5-3 CTM 670-December 2013 (Verified)