Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2018-12-14-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Award Date06/30/2011
Closeout Date07/14/2022
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
QA Service Level1 (Verified on 03/29/2012)

Sample Information

Sample Taken Date12/14/2018 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 testing12/14/2018
Sample typeQuality Assurance A brief description of the sampleResistance welded hoops
The quantity of what the sample constitutes4 From where was the sample collectedSource
First name of sampler or witnessed byTory Last name of sampler or witnessed byMcLaurin
Title of samplerQuality Assurance Inspector Telephone number of sampler6616185971
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)xxx
Hoop Manufacturer Lot Number(s)xxx Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop9'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerUnknown
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2018-12-14-1-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/19/2018Fred
Yes
12/27/2018Brittle Break At Weld No Necking
2018-12-14-1-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/19/2018Fred
Yes
12/27/2018Bar Broke; OK Necking
2018-12-14-1-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/19/2018Fred
Yes
12/27/2018Bar Broke; OK Necking
2018-12-14-1-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/19/2018Fred
Yes
12/27/2018Bar Broke; OK Necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2018-12-14-1-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-12-14-1-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-12-14-1-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-12-14-1-4 CTM 670-December 2013 (Verified)