Sample Record

DIME Sample ID 2022-02-02-5

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215236
DEA: 081C6804
EFIS: 0812000343
DIST-CO-RTE-PM08-RIV-74,79and371-Varies
Award Date12/29/2020
Closeout Date07/07/2025
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/02/2021)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date02/02/2022 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing02/15/2022 Sample typeDepartment Acceptance
A brief description of the sampleMechanical Couplers The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byArnel
Last name of sampler or witnessed byVega Title of samplerStructure Representative
Telephone number of sampler951-906-9897 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 identifier56-0189 Structure nameArroyo Seco bridge
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#4 Coupler ModelBar-Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)4000003067 Rebar Heat Number(s)2111442
Rebar Size 2 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-02-02-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory02/23/202202/23/2022
Yes
02/23/2022ok neckingPublic - Test Data Visible
2022-02-02-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory02/23/202202/23/2022
Yes
02/23/2022ok neckingPublic - Test Data Visible
2022-02-02-5-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory02/23/202202/23/2022
Yes
02/23/2022ok neckingPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2022-02-02-5-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-02-02-5-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-02-02-5-4 CTM 670-December 2013 (Verified)