Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2022-05-09-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date05/09/2022 Sample Unique Key3
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 testing05/13/2022
Sample typeQuality Assurance A brief description of the sampleUltimate Welded Hoops
The quantity of what the sample constitutes396 From where was the sample collectedFabricator
First name of sampler or witnessed byBrian Last name of sampler or witnessed byMurray
Title of samplerQA Inspector Telephone number of sampler213 435 4055
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTNT Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL140-165-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)6030729
Hoop Manufacturer Lot Number(s)1 and 3 Material Standard CodeASTM A706
Material Grade60 Rebar Size#5
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC
Welding CompanyTNT Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-05-09-3-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory05/17/2022spaine
Yes
05/17/2022broke in heat affected area
2022-05-09-3-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory05/17/2022spaine
Yes
05/17/2022ok necking
2022-05-09-3-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory05/17/2022spaine
Yes
05/17/2022broke in heat affected area
2022-05-09-3-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory05/17/2022spaine
Yes
05/17/2022broke in heat affected area
2022-05-09-3-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory05/17/2022spaine
Yes
05/17/2022broke in heat affected area
2022-05-09-3-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)spaine, CT HQ - Sacramento Structural Materials Testing Laboratory05/17/2022spaine
Yes
05/17/2022ok necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-05-09-3-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-05-09-3-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-05-09-3-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-05-09-3-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-05-09-3-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2022-05-09-3-6 CTM 670-December 2013 (Verified)