Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2021-05-28-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date05/28/2021 Sample Unique Key2
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 testing06/04/2021
Sample typeQuality Assurance A brief description of the sample#6 2'6" Dia Hoops
The quantity of what the sample constitutes8 lots (1200 hoops) 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) FormL140-161-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)1201028406
Hoop Manufacturer Lot Number(s)1, 2 and 7 Material Standard CodeASTM A706
Material Grade60 Rebar Size#6
Diameter of Hoop2'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyTNT Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-05-28-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-8CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking
2021-05-28-2-9CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory06/07/2021fsaylor
Yes
06/07/2021OK Necking