DIME » All Projects » Project - DEA: 022E4804 » Sample 2020-10-09-20 » Sample Details

Sample Record

DIME Sample ID 2020-10-09-20

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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 Date12/01/2021
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)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date10/09/2020 Sample Unique Key20
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
Bid ItemNot set

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 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2020-10-09-20-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/20/202010/20/2020
Yes
10/20/2020Service splicePublic - Test Data Visible
2020-10-09-20-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/20/202010/20/2020
Yes
10/20/2020Service splicePublic - Test Data Visible
2020-10-09-20-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/20/202010/20/2020
Yes
10/20/2020Service splicePublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2020-10-09-20-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-10-09-20-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-10-09-20-3 CTM 670-December 2013 (Verified)