Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2017-07-13-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 211616
DEA: 050G0404
EFIS: 0500020020
DIST-CO-RTE-PM05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Award Date11/16/2016
Closeout Date10/29/2020
Work DescriptionROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location DescriptionSAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
QA Service Level1 (Verified on 09/15/2016)

Sample Information

Sample Taken Date07/13/2017 Sample Unique Key2
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 testing07/20/2017
Sample typeQuality Assurance A brief description of the sample8 HRC 120 End Anchors
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byGreg Last name of sampler or witnessed byJohnston
Title of samplerQA Telephone number of sampler9165247768
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL53-150-17 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)PL17104810 Head Manufacturer Lot Number(s)B1121731
Rebar Size#8 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerNucor
Head ManufacturerNucor Head FabricatorHRC
Material Standard CodeASTM A706

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2017-07-13-2-1ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/20/2017Fred
Yes
07/28/2017Bar Broke; OK Necking
2017-07-13-2-2ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/20/2017Fred
Yes
07/28/2017Bar Broke; OK Necking
2017-07-13-2-3ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/20/2017Fred
Yes
07/28/2017Bar Broke; OK Necking
2017-07-13-2-4ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/20/2017Fred
Yes
07/28/2017Bar Broke; OK Necking
2017-07-13-2-5ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/20/2017Fred
Yes
07/28/2017Bar Broke; OK Necking
2017-07-13-2-6ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/20/2017Fred
Yes
07/28/2017Bar Broke; OK Necking