Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2019-10-07-9

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 Date10/07/2019 Sample Unique Key9
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 testing10/09/2019
Sample typeQuality Assurance A brief description of the sample#7 X 2'-11" Dia Hoops
The quantity of what the sample constitutes4 QA Samples Lots 1,4,7 From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerCT METS QA INSPECTOR Telephone number of sampler5599740870
Laboratory sample identification Linked DIME Sample IDN/a
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-068-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateService Rebar Heat Number(s)1911527
Hoop Manufacturer Lot Number(s)lot 1 thru 7 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop2'-11" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerVinton Steel
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-10-07-9-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-8CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking
2019-10-07-9-9CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/16/2019bewing
Yes
10/17/2019Bar Broke, Ok Necking