DIME » All Projects » Project - DEA: 054482U4 » Sample 2016-12-29-2 » Sample Details

Sample Record

DIME Sample ID 2016-12-29-2

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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 Date08/23/2021
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)

Owner Lab

  • CT HQ - QASI Bay Area Field Office

Sample Information

Sample Taken Date12/29/2016 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing12/30/2016 Sample typeQuality Assurance
A brief description of the sampleUltimate Butt Splice The quantity of what the sample constitutes150
From where was the sample collectedFabricator First name of sampler or witnessed byJames
Last name of sampler or witnessed byDoe Title of samplerCALTRANS METS QA INSPECTOR
Telephone number of sampler(510) 918-4918 Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHarris Rebar
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormB358-138-16
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)SE15101993
Hoop Manufacturer Lot Number(s)H02 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop5'-10" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2016-12-29-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Arnold, CT HQ - Sacramento Structural Materials Testing Laboratory12/30/201612/30/2016
Yes
01/06/2017Bar Broke; OK NeckingPublic - Test Data Visible
2016-12-29-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Arnold, CT HQ - Sacramento Structural Materials Testing Laboratory12/30/201612/30/2016
Yes
01/06/2017Bar Broke; OK NeckingPublic - Test Data Visible
2016-12-29-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Arnold, CT HQ - Sacramento Structural Materials Testing Laboratory12/30/201612/30/2016
Yes
01/06/2017Bar Broke; OK NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2016-12-29-2-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-12-29-2-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-12-29-2-3 CTM 670-December 2013 (Verified)