Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-04-05-4

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date04/05/2019 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 testing04/08/2019
Sample typeQuality Assurance A brief description of the sample#5 T-Head bars
The quantity of what the sample constitutes4 lots From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerQAI Telephone number of sampler5599740870
Laboratory sample identification2428 Linked DIME Sample IDN/A
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberC9469884
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-018-19 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)6503314402 Head Manufacturer Lot Number(s)B1126696
Rebar Size5 Headed Bar Model NameNucor
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC
Head ManufacturerNucor Head FabricatorNucor
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-04-05-4-1ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2019Brian
Yes
04/19/2019Bar Broke; OK Necking
2019-04-05-4-2ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2019Brian
Yes
04/19/2019Bar Broke; OK Necking
2019-04-05-4-3ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2019Brian
Yes
04/19/2019Bar Broke; OK Necking
2019-04-05-4-4ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2019Brian
Yes
04/19/2019Head Popped Off

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2019-04-05-4-1 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-04-05-4-2 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-04-05-4-3 ASTM A970-15e1 (Verified)
DIME Test ID: 2019-04-05-4-4 ASTM A970-15e1 (Verified)