Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2021-09-09-4

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215255
DEA: 040A7714
EFIS: 0420000287
DIST-CO-RTE-PM04-ALA-80-6.4-6.6
Award Date05/03/2021
Closeout DateNot set
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location DescriptionALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date09/09/2021 Sample Unique Key4
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 testing09/15/2021
Sample typeQuality Assurance A brief description of the sampleASTM A706 GR 60 Welded Hoops
The quantity of what the sample constitutes8 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQAI Telephone number of sampler7073428602
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) FormL110-128-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4110498
Hoop Manufacturer Lot Number(s)Lot 1 and Lot 3 Material Standard CodeASTM A706
Material Grade60 Rebar Size#8
Diameter of Hoop6'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Arizona
Welding CompanyTNT Rebar Company Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-09-09-4-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/17/2021bewing
Yes
09/17/2021Ok Necking
2021-09-09-4-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/17/2021bewing
Yes
09/17/2021Ok Necking
2021-09-09-4-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/17/2021bewing
Yes
09/17/2021Ok Necking
2021-09-09-4-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/17/2021bewing
Yes
09/17/2021Ok Necking
2021-09-09-4-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/17/2021bewing
Yes
09/17/2021Ok Necking
2021-09-09-4-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/17/2021bewing
Yes
09/17/2021Ok Necking