Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-10-07-8

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213520
DEA: 120M9004
EFIS: 1213000017
DIST-CO-RTE-PM12-ORA-22-R5.6/R10.9
Award Date12/13/2018
Closeout Date09/08/2022
Work DescriptionRECHANNELIZE TO ENHANCE TRAFFIC FLOW
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF BROOKHURST STREET UNDERCROSSING IN GARDEN GROVE TO BEDFORD ROAD OVERCROSSING IN ORANGE
QA Service Level1 (Verified on 09/10/2018)

Sample Information

Sample Taken Date10/07/2019 Sample Unique Key8
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 testing10/11/2019
Sample typeQuality Assurance A brief description of the sample#8 rebar hoop 6'-2" diameter
The quantity of what the sample constitutes230 From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Telephone number of sampler6466327821
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-114-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)PL17201670
Hoop Manufacturer Lot Number(s)1 and 2 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop6'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor Utah
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-10-07-8-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking
2019-10-07-8-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019
2019-10-07-8-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking
2019-10-07-8-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019
2019-10-07-8-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking
2019-10-07-8-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2019-10-07-8-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-07-8-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-07-8-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-07-8-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-07-8-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-07-8-6 CTM 670-December 2013 (Verified)