DIME » All Projects » Project - DEA: 060H2004 » Sample 2020-02-11-5 » Sample Details

Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2020-02-11-5

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Project Information

Project IdentifiersProject ID: 213583
DEA: 060H2004
EFIS: 0612000157
DIST-CO-RTE-PM06-TUL-201,216-12.5,21.2,18.7
Award Date11/29/2018
Closeout Date11/29/2021
Work DescriptionBRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location DescriptionTULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date02/11/2020 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 testing02/14/2020
Sample typeQuality Assurance A brief description of the sample#6 flash welded rebar hoops 1'-6" diameter
The quantity of what the sample constitutes300 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 nameCMC Rebar Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-052-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4093479
Hoop Manufacturer Lot Number(s)1 and 2 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Arizona
Welding CompanyCMC Etiwanda Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-02-11-5-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory02/13/2020bewing
Yes
02/13/2020Ok necking
2020-02-11-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory02/13/2020bewing
Yes
02/13/2020Ok Necking
2020-02-11-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory02/13/2020bewing
Yes
02/13/2020Ok Necking
2020-02-11-5-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory02/13/2020bewing
Yes
02/13/2020Ok Necking
2020-02-11-5-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory02/13/2020bewing
Yes
02/13/2020Ok Necking
2020-02-11-5-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory02/13/2020bewing
Yes
02/13/2020Ok Necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2020-02-11-5-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-02-11-5-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-02-11-5-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-02-11-5-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-02-11-5-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-02-11-5-6 CTM 670-December 2013 (Verified)