Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2021-05-13-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date05/13/2021 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 testing05/17/2021
Sample typeQuality Assurance A brief description of the sample#8 5' hoops
The quantity of what the sample constitutes736 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 nameTNT Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-069-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)001121
Hoop Manufacturer Lot Number(s)Lot 1 and 4 Material Standard CodeASTM A706
Material Grade60 Rebar Size#8
Diameter of Hoop5'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCascade Steel
Welding CompanyTNT Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-05-13-3-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/19/2021bewing
Yes
05/20/2021Ok Necking
2021-05-13-3-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/19/2021bewing
Yes
05/20/2021Ok Necking
2021-05-13-3-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/19/2021bewing
Yes
05/20/2021Ok Necking
2021-05-13-3-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/19/2021bewing
Yes
05/20/2021Ok Necking
2021-05-13-3-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/19/2021bewing
Yes
05/20/2021Ok Necking
2021-05-13-3-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory05/19/2021bewing
Yes
05/20/2021Ok Necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2021-05-13-3-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-05-13-3-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-05-13-3-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-05-13-3-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-05-13-3-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-05-13-3-6 CTM 670-December 2013 (Verified)