Sample Record

Owner Lab

  • CT QASI - Sacramento Field Laboratory

DIME Sample ID 2020-04-10-5

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 Date04/10/2020 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/22/2020
Sample typeQuality Assurance A brief description of the sampleHRC 555 Headed Reinforcement
The quantity of what the sample constitutes440 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerMETS QA inspector Telephone number of sampler916-826-6371
Laboratory sample identification Linked DIME Sample IDLots 1 and 3
The fabricator/manufacturer/facility nameCamblin Steel Service, Benicia Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB22-016-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)073120 Head Manufacturer Lot Number(s)Lots 1 through 3
Rebar Size#10 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeInertia Weld
Head ShapeCircular Rebar ManufacturerCascade Steel
Head ManufacturerCamblin Steel Service Head FabricatorCamblin Steel Service
Material Standard CodeASTM A706

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-04-10-5-1ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory04/14/2020bewing
Yes
04/16/2020Ok necking
2020-04-10-5-2ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory04/14/2020bewing
Yes
04/16/2020Ok Necking
2020-04-10-5-3ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory04/14/2020bewing
Yes
04/16/2020Ok Necking
2020-04-10-5-4ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory04/14/2020bewing
Yes
04/16/2020Ok Necking
2020-04-10-5-5ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory04/14/2020bewing
Yes
04/16/2020Ok Necking
2020-04-10-5-6ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory04/14/2020bewing
Yes
04/16/2020Ok Necking