Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-12-17-2

Project Information

Project IdentifiersProject ID: 88888
DEA: SMTL-STOCK
EFIS: SMTL-STOCK
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date12/17/2019 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testingNot set Sample typeAuthorization
A brief description of the sample#6 2' Diameter Hoops The quantity of what the sample constitutes10 of 15 samples from welder N101
From where was the sample collectedFabricator First name of sampler or witnessed byDavid
Last name of sampler or witnessed byWeeks Title of samplerASI
Telephone number of sampler310-883-8369 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCMC Etiwanda
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL79-197-19
Structure unique identifier Structure nameNA
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)4092425
Hoop Manufacturer Lot Number(s)Lot 1 Welding Machine N101 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop2'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC
Welding CompanyCMC Etiwanda Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2019-12-17-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Cycle-1 Ok Necking 
2019-12-17-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Cycle-2 Ok Necking
2019-12-17-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Cycle-3 Ok Necking
2019-12-17-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Cycle-4 Ok Necking
2019-12-17-2-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Break-5 Ok Necking
2019-12-17-2-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Break-6 Ok Necking
2019-12-17-2-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Break-7 Ok Necking
2019-12-17-2-8CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory01/06/202001/06/2020
No
Break-8 Ok Necking

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2019-12-17-2-1 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-2 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-3 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-4 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-5 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-6 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-7 CTM 670-December 2013
DIME Test ID: 2019-12-17-2-8 CTM 670-December 2013