Sample Record

Owner Lab

  • CT - Unassigned/General Field Laboratory

DIME Sample ID 2022-09-29-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout DateNot set
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date09/29/2022 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 testing10/17/2022
Sample typeQuality Assurance A brief description of the sample#9 HRC Coupler
The quantity of what the sample constitutes168 ea. From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed byFoerder
Title of samplerQA Inspector Telephone number of sampler(707) 685-0968
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB285-070-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerSolid Steel
Coupler ManufacturerGerdau Intermediate Assembler or Fabricator
Rebar Size#9 Coupler Model500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)79001741 / 79001079 Rebar Heat Number(s)6031181, 3114405, 4119685, 3114410
Rebar Size 2 9 Coupler Unique IDNot on AML

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-09-29-1-1CTM 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 Laboratory10/18/2022spaine
Yes
10/19/2022ok necking
2022-09-29-1-2CTM 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 Laboratory10/18/2022spaine
Yes
10/19/2022ok necking
2022-09-29-1-3CTM 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 Laboratory10/18/2022spaine
Yes
10/19/2022ok necking
2022-09-29-1-4CTM 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 Laboratory10/18/2022spaine
Yes
10/19/2022ok necking
2022-09-29-1-5CTM 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 Laboratory10/18/2022spaine
Yes
10/19/2022ok necking
2022-09-29-1-6CTM 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 Laboratory10/18/2022spaine
Yes
10/19/2022ok necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-09-29-1-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-29-1-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-29-1-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-29-1-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-29-1-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-09-29-1-6 CTM 670-December 2013 (Verified)