Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Laboratory

DIME Sample ID 2019-03-12-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213470
DEA: 06394604
EFIS: 0600020595
DIST-CO-RTE-PM06-FRE-269-10.6/12.4
Award Date11/02/2018
Closeout Date10/15/2020
Work DescriptionREPLACE BRIDGES AND RECONSTRUCT ROADWAY.
Location DescriptionFRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date03/12/2019 Sample Unique Key1
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 testing03/14/2019
Sample typeQuality Assurance A brief description of the sampleHRC 120 T-Heads
The quantity of what the sample constitutes4 lots From where was the sample collectedFabricator
First name of sampler or witnessed byRussell Last name of sampler or witnessed byLynch
Title of sampler Telephone number of sampler3609216934
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Gerdau Vinton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL96-056-19 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)65032496, 1821826 Head Manufacturer Lot Number(s)1 thru 4
Rebar Size9 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerGerdau and Vinton
Head ManufacturerHRC Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-03-12-1-1ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)SteveCT HQ - Sacramento Structural Materials Testing Laboratory03/15/2019Steve
Yes
03/22/2019Bar Broke; OK Necking
2019-03-12-1-2ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)SteveCT HQ - Sacramento Structural Materials Testing Laboratory03/15/2019Steve
Yes
03/22/2019Bar Broke; OK Necking
2019-03-12-1-3ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)SteveCT HQ - Sacramento Structural Materials Testing Laboratory03/15/2019Steve
Yes
03/22/2019Bar Broke; OK Necking
2019-03-12-1-4ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)SteveCT HQ - Sacramento Structural Materials Testing Laboratory03/15/2019Steve
Yes
03/22/2019Bar Broke; OK Necking
2019-03-12-1-5ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)SteveCT HQ - Sacramento Structural Materials Testing Laboratory03/15/2019Steve
Yes
03/22/2019Bar Broke; OK Necking
2019-03-12-1-6ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)SteveCT HQ - Sacramento Structural Materials Testing Laboratory03/15/2019Steve
Yes
03/22/2019Bar Broke; OK Necking

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2019-03-12-1-1 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-03-12-1-2 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-03-12-1-3 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-03-12-1-4 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-03-12-1-5 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-03-12-1-6 ASTM A970-15e1 (Verified)