Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2021-07-01-12

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date07/01/2021 Sample Unique Key12
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 testing07/06/2021
Sample typeQuality Assurance A brief description of the sampleLenton form Savers couplers
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byJane Last name of sampler or witnessed byLilard
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Erico Lention Transportation Laboratory (TL) NumberC926652
Inspector Lot Number from the Transportation Laboratory (TL) FormS5202821 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerErico Lenton Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelErico Lenton From Saver
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A1289 L9830 Rebar Heat Number(s)3600019380
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-07-01-12-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory07/06/2021fsaylor
Yes
07/07/2021Service Splice
2021-07-01-12-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory07/06/2021fsaylor
Yes
07/07/2021Service Splice
2021-07-01-12-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory07/06/2021fsaylor
Yes
07/07/2021Service Splice
2021-07-01-12-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory07/06/2021fsaylor
Yes
07/07/2021Service Splice
2021-07-01-12-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory07/06/2021fsaylor
Yes
07/07/2021Service Splice
2021-07-01-12-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory07/06/2021fsaylor
Yes
07/07/2021Service Splice