Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2022-01-05-10

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215711
DEA: 060U2704
EFIS: 0615000295
DIST-CO-RTE-PM06-TUL-99-6.2/12.8
Award Date06/03/2021
Closeout Date10/03/2022
Work DescriptionREPLACE BRIDGE SIDEWALKS, CONCRETE BARRIERS AND BRIDGE RAILINGS.
Location DescriptionTULARE COUNTY IN AND NEAR EARLIMART AT VARIOUS LOCATIONS FROM AVENUE 48 OVERCROSSING TO AVENUE 100 OVERCROSSING
QA Service Level1 (Verified on 05/03/2021)

Sample Information

Sample Taken Date01/05/2022 Sample Unique Key10
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 testing01/06/2022
Sample typeQuality Assurance A brief description of the sample#5 Double Barrel Zap Screwlok Couplers
The quantity of what the sample constitutes300 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byAlbert Last name of sampler or witnessed byHeredia
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBarSplice Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelDouble Barrel Zap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)1040 Rebar Heat Number(s)6027582
Rebar Size 2 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-01-05-10-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/2022bewing
Yes
01/06/2022Service Splice
2022-01-05-10-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/2022bewing
Yes
01/06/2022Service Splice
2022-01-05-10-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/2022bewing
Yes
01/06/2022Service Splice
2022-01-05-10-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/2022bewing
Yes
01/06/2022Service Splice
2022-01-05-10-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/2022bewing
Yes
01/06/2022Service Splice
2022-01-05-10-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/2022bewing
Yes
01/06/2022Service Splice

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-01-05-10-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-01-05-10-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-01-05-10-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-01-05-10-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-01-05-10-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-01-05-10-6 CTM 670-December 2013 (Verified)