Sample Record

DIME Sample ID 2016-05-23-11

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date05/23/2016 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing05/26/2016 Sample typeDepartment Acceptance
A brief description of the sampleCouplers The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byCorey
Last name of sampler or witnessed byGardner Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameUnknown
Transportation Laboratory (TL) NumberNA Inspector Lot Number from the Transportation Laboratory (TL) FormNA
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNorth American
Coupler ManufacturerNorth American Stainless Intermediate Assembler or FabricatorUnknown
Rebar Size8 Coupler ModelNA
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)M9P1 Rebar Heat Number(s)W2L2
Rebar Size 2 Not set Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2016-05-23-11-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/201612/08/2016
Yes
12/19/2016Pulled Out of CouplerPublic - Test Data Visible
2016-05-23-11-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/201612/08/2016
Yes
12/19/2016Pulled Out of CouplerPublic - Test Data Visible
2016-05-23-11-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/201612/08/2016
Yes
12/19/2016Pulled Out of CouplerPublic - Test Data Visible
2016-05-23-11-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/08/201612/08/2016
Yes
12/19/2016Pulled Out of CouplerPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2016-05-23-11-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-05-23-11-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-05-23-11-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-05-23-11-4 CTM 670-December 2013 (Verified)