Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2016-07-21-5

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)

Sample Information

Sample Taken Date07/21/2016 Sample Unique Key5
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 testing07/22/2016
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes8 From where was the sample collectedFabricator
First name of sampler or witnessed byED Last name of sampler or witnessed byFleming
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Nucor Transportation Laboratory (TL) NumberC715253
Inspector Lot Number from the Transportation Laboratory (TL) FormB1029716 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateService Rebar Heat Number(s)SE12105674, SE16100880
Hoop Manufacturer Lot Number(s)H09, H10 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop7'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2016-07-21-5-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/25/2016Fred
Yes
07/26/2016Bar Broke; OK Necking
2016-07-21-5-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/25/2016Fred
Yes
07/26/2016Bar Broke; OK Necking
2016-07-21-5-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/25/2016Fred
Yes
07/26/2016Bar Broke; OK Necking
2016-07-21-5-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/25/2016Fred
Yes
07/26/2016Bar Broke; OK Necking
2016-07-21-5-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/25/2016Fred
Yes
07/26/2016Bar Broke; OK Necking
2016-07-21-5-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)FredCT HQ - Sacramento Structural Materials Testing Laboratory07/25/2016Fred
Yes
07/26/2016Bar Broke; OK Necking