Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2017-03-07-5

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date03/07/2017 Sample Unique Key5
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 testing03/13/2017
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Nucor Transportation Laboratory (TL) NumberC741354
Inspector Lot Number from the Transportation Laboratory (TL) FormB1013217 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)SE16104888
Hoop Manufacturer Lot Number(s)H29 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop3'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2017-03-07-5-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Arnold, CT HQ - Sacramento Structural Materials Testing Laboratory03/16/2017Arnold
Yes
03/23/2017Bar Broke; OK Necking
2017-03-07-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Arnold, CT HQ - Sacramento Structural Materials Testing Laboratory03/16/2017Arnold
Yes
03/23/2017Bar Broke; OK Necking
2017-03-07-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Arnold, CT HQ - Sacramento Structural Materials Testing Laboratory03/16/2017Arnold
Yes
03/23/2017Bar Broke; OK Necking

Sample File Attachments

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Test File Attachments


DIME Test ID: 2017-03-07-5-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-03-07-5-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-03-07-5-3 CTM 670-December 2013 (Verified)