DIME » All Projects » Project - DEA: 120K0234 » Sample 2022-08-26-52 » Sample Details

Sample Record

DIME Sample ID 2022-08-26-52

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Project Information

Project IdentifiersProject ID: 214951
DEA: 120K0234
EFIS: 1214000100
DIST-CO-RTE-PM12-ORA-5-17.1/18.9
Award Date09/23/2020
Closeout Date02/09/2026
Work DescriptionSouth County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/01/2020)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date08/26/2022 Sample Unique Key52
Date that the sample was received by the laboratory/organization performing the testing08/31/2022 Sample typeQuality Assurance
A brief description of the sample Couplers The quantity of what the sample constitutes4
From where was the sample collectedFabricator First name of sampler or witnessed byRavi
Last name of sampler or witnessed byLad Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameIntegrity Rebar
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 ManufacturerCascade Steel
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#4 Coupler ModelGriptwist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)223371 201646 Rebar Heat Number(s)012722
Rebar Size 2 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-08-26-52-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/02/202209/02/2022
Yes
09/06/2022low tensilePublic - Test Data Visible
2022-08-26-52-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/02/202209/02/2022
Yes
09/06/2022Low TensilePublic - Test Data Visible
2022-08-26-52-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/02/202209/02/2022
Yes
09/06/2022Low TensilePublic - Test Data Visible
2022-08-26-52-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory09/02/202209/12/2022
Yes
09/06/2022Low TensilePublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-08-26-52-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-08-26-52-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-08-26-52-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-08-26-52-5 CTM 670-December 2013 (Verified)