Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

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 DateNot set
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)

Sample Information

Sample Taken Date09/29/2023 Sample Unique Key45
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 testing10/13/2023
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

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 TestedSubmitted ByVerified?Release DateTest CommentsActions
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 Laboratory10/23/2023aauvinen
Yes
10/23/2023Service Splice
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 Laboratory10/23/2023aauvinen
Yes
10/23/2023Service Splice
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 Laboratory10/23/2023aauvinen
Yes
10/23/2023Service Splice
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 Laboratory10/23/2023aauvinen
Yes
10/23/2023Service Splice

Sample File Attachments

File NameExtensionDate UploadedActions
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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)