Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2026-05-01-54

Project Information

Project IdentifiersProject ID: 1000710
DEA: 100P9244
EFIS: 1023000226
DIST-CO-RTE-PM10-MPA-140-42.0/42.7
Award Date08/22/2025
Closeout DateNot set
Work DescriptionFergusen Slide Rock Avalanche Shed
Location DescriptionMariposa County, along Route 140 in the Merced River canyon, about 8 miles east of Briceburg and 7.6 miles west of El Portal.
QA Service Level1 (Verified on 10/15/2024)

Sample Information

Sample Taken Date05/01/2026 Sample Unique Key54
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/18/2026
Sample typeQuality Assurance A brief description of the sample#10 Coupler Dayton D340
The quantity of what the sample constitutes8 From where was the sample collectedManufacturer
First name of sampler or witnessed byAlexis Last name of sampler or witnessed byHernandez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDayton 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 Grade80 Rebar ManufacturerNucor
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#10 Coupler ModelDayton D340
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)6569 Rebar Heat Number(s)3500036042
Rebar Size 2 Coupler Unique IDST-17-13

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-05-01-54-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Andrew Auvinen, CT HQ - Sacramento Structural Materials Testing Laboratory06/01/202606/01/2026
No
 
2026-05-01-54-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Andrew Auvinen, CT HQ - Sacramento Structural Materials Testing Laboratory06/01/202606/01/2026
No
 
2026-05-01-54-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Andrew Auvinen, CT HQ - Sacramento Structural Materials Testing Laboratory06/01/202606/01/2026
No
 

Sample File Attachments

File NameExtensionDate UploadedActions
M0522-1687 Dime Number 2026-05-01-54 rebar Uniform Elongationpdf05/29/2026   Info
M0522-1687 Dime Number 2026-05-01-54pdf05/29/2026   Info

Test File Attachments


DIME Test ID: 2026-05-01-54-1 CTM 670-December 2013
DIME Test ID: 2026-05-01-54-2 CTM 670-December 2013
DIME Test ID: 2026-05-01-54-3 CTM 670-December 2013