Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2017-06-20-5

Sample is locked from editing.

Project Information

Project IdentifiersProject ID: 211235
DEA: 054482U4
EFIS: 0500000543
DIST-CO-RTE-PM05-SB-101-2.2/3.3
Award Date06/20/2016
Closeout DateNot set
Work DescriptionBUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location DescriptionSANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
QA Service Level1 (Verified on 07/27/2016)

Sample Information

Sample Taken Date06/20/2017 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 testing06/21/2017
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes8 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 Salinas Transportation Laboratory (TL) NumberC703744
Inspector Lot Number from the Transportation Laboratory (TL) FormB1022017 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)SE15101992
Hoop Manufacturer Lot Number(s)H11, H12 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop3'-10" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerHarris Salinas
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2017-06-20-5-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2017Brian
Yes
06/29/2017Bar Broke; OK Necking
2017-06-20-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2017Brian
Yes
06/29/2017Bar Broke; OK Necking
2017-06-20-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2017Brian
Yes
06/29/2017Bar Broke; OK Necking
2017-06-20-5-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2017Brian
Yes
06/29/2017Bar Broke; OK Necking
2017-06-20-5-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2017Brian
Yes
06/29/2017Bar Broke; OK Necking
2017-06-20-5-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2017Brian
Yes
06/29/2017Bar Broke; OK Necking

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