Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2020-02-07-13

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout DateNot set
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date02/07/2020 Sample Unique Key13
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 testing02/11/2020
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes8 From where was the sample collectedManufacturer
First name of sampler or witnessed byBrian Last name of sampler or witnessed byMurray
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTNT Rebar Transportation Laboratory (TL) NumberC944102 C944103
Inspector Lot Number from the Transportation Laboratory (TL) FormL140-042-20, L140-041-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateService Rebar Heat Number(s)3500009960
Hoop Manufacturer Lot Number(s)65, 70 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop1'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerTNT
Welding CompanyTNT Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-02-07-13-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Ok Necking
2020-02-07-13-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Ok Necking
2020-02-07-13-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Ok Necking
2020-02-07-13-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Ok Necking
2020-02-07-13-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Ok Necking
2020-02-07-13-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Broke at Weld
2020-02-07-13-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory02/12/2020bewing
Yes
02/12/2020Ok Necking