Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2024-05-17-60

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date05/17/2024 Sample Unique Key60
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 testing05/30/2024
Sample typeQuality Assurance A brief description of the sample#11 HRC 500/510 Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byPete Last name of sampler or witnessed byLiloyan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC HRC Transportation Laboratory (TL) NumberC966726
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 UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)74133720 74134129 Rebar Heat Number(s)9001718
Rebar Size 2 Coupler Unique IDTP-17-03

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2024-05-17-60-1CTM 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 Laboratory05/31/202405/31/2024
No
Ultimate - Broke in Coupler
2024-05-17-60-2CTM 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 Laboratory05/31/202405/31/2024
No
Ultimate - Broke at Coupler
2024-05-17-60-3CTM 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 Laboratory05/31/202405/31/2024
No
Ultimate - Ok Necking
2024-05-17-60-4CTM 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 Laboratory05/31/202405/31/2024
No
Ultimate - Ok Necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-05-17-60-1 CTM 670-December 2013
DIME Test ID: 2024-05-17-60-2 CTM 670-December 2013
DIME Test ID: 2024-05-17-60-3 CTM 670-December 2013
DIME Test ID: 2024-05-17-60-4 CTM 670-December 2013