DIME » All Projects » Project - DEA: 020E0904 » Sample 2017-02-16-1 » Sample Details

Sample Record

DIME Sample ID 2017-02-16-1

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)

Owner Lab

  • CT HQ - QASI Bay Area Field Office

Sample Information

Sample Taken Date02/16/2017 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing02/21/2017 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) FormB358-006-17
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)SE16104897
Hoop Manufacturer Lot Number(s)H25 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop6'-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 TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2017-02-16-1-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory02/22/201702/22/2017
Yes
03/02/2017Bar Broke; OK NeckingPublic - Test Data Visible
2017-02-16-1-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory02/22/201702/22/2017
Yes
03/02/2017Bar Broke; OK NeckingPublic - Test Data Visible
2017-02-16-1-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory02/22/201702/22/2017
Yes
03/02/2017Bar Broke; OK NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2017-02-16-1-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-16-1-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-16-1-3 CTM 670-December 2013 (Verified)