DIME » All Projects » Project - DEA: 051F79A4 » Sample 2023-09-29-45 » Sample Details

Sample Record

DIME Sample ID 2023-09-29-45

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212571
DEA: 051F79A4
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-55.9/R56.2
Award Date09/13/2022
Closeout Date07/02/2026
Work DescriptionNojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
QA Service Level1 (Verified on 02/20/2020)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date09/29/2023 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing10/13/2023 Sample typeQuality Assurance
A brief description of the sample#9 Bar Lock Couplers The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byNA
Last name of sampler or witnessed byGhilton Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNucor Dayton Superior
Transportation Laboratory (TL) Number 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 ModelBar Lock S/CA
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)4000003595 4000005512 4000005513 Rebar Heat Number(s)3500023897
Rebar Size 2 Coupler Unique IDSL-17-01

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2023-09-29-45-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory10/23/202310/23/2023
Yes
10/23/2023Service Splice Public - Test Data Visible
2023-09-29-45-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory10/23/202310/23/2023
Yes
10/23/2023Service Splice Public - Test Data Visible
2023-09-29-45-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory10/23/202310/23/2023
Yes
10/23/2023Service Splice Public - Test Data Visible
2023-09-29-45-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory10/23/202310/23/2023
Yes
10/23/2023Service Splice Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2023-09-29-45-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-09-29-45-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-09-29-45-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-09-29-45-4 CTM 670-December 2013 (Verified)