Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2022-02-02-1

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 DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/02/2021)

Sample Information

Sample Taken Date02/02/2022 Sample Unique Key1
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 testing02/03/2022
Sample typeAcceptance 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

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#7 Coupler ModelBar-Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)162982/A180950 Rebar Heat Number(s)4108950
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-02-02-1-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/04/2022bewing
Yes
02/04/2022Service splice
2022-02-02-1-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/04/2022bewing
Yes
02/04/2022Service splice
2022-02-02-1-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/04/2022bewing
Yes
02/04/2022Service splice