Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2020-10-09-20

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Award Date12/14/2018
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date10/09/2020 Sample Unique Key20
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 testing10/20/2020
Sample typeQuality Assurance A brief description of the sampleD250L Bar Lock
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byPETER Last name of sampler or witnessed byGAN
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Dayton Superior Transportation Laboratory (TL) NumberC858378
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 UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#9 Coupler ModelD250L Bar Lock
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)172854 Rebar Heat Number(s)1201025806
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-10-09-20-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/20/2020bewing
Yes
10/20/2020Service splice
2020-10-09-20-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/20/2020bewing
Yes
10/20/2020Service splice
2020-10-09-20-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/20/2020bewing
Yes
10/20/2020Service splice