DIME » All Projects » Project - DEA: 07215954 » Sample 2017-02-21-6 » Sample Details

Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2017-02-21-6

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 209141
DEA: 07215954
EFIS: 0700001835
DIST-CO-RTE-PM07-LA-5-0.0/7.6
Award Date04/24/2014
Closeout Date07/14/2022
Work DescriptionWIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location DescriptionLOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
QA Service Level1 (Verified on 06/02/2014)

Sample Information

Sample Taken Date02/21/2017 Sample Unique Key6
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 testing02/27/2017
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes36 From where was the sample collectedFabricator
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byReyes
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) NumberC970802
Inspector Lot Number from the Transportation Laboratory (TL) FormB30101917 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)65025273, 65025286
Hoop Manufacturer Lot Number(s)1,6,11,16,21,26,31,36,41 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop2'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerRKR
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2017-02-21-6-21CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-22CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-23CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-24CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-25CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-26CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-27CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke at Weld
2017-02-21-6-28CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
2017-02-21-6-29CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory03/01/2017Brian
Yes
03/08/2017Bar Broke; OK Necking
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Sample File Attachments

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Test File Attachments


DIME Test ID: 2017-02-21-6-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-6 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-7 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-8 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-9 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-10 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-11 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-12 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-13 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-14 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-15 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-16 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-17 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-18 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-19 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-20 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-21 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-22 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-23 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-24 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-25 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-26 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-27 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-28 CTM 670-December 2013 (Verified)
DIME Test ID: 2017-02-21-6-29 CTM 670-December 2013 (Verified)