Test 2016-08-18-12-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210208
DEA: 023E7304
EFIS: 0200020157
DIST-CO-RTE-PM02-SIS-5-68.3
Work DescriptionREPLACE BRIDGE
Location DescriptionSISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
Sample Information
Sample Taken Date8/18/2016 Sample Unique Key12
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 testing8/25/2016
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutesUnknown From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byChurchill
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) NumberC648122
Inspector Lot Number from the Transportation Laboratory (TL) FormL0209616 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)042716
Hoop Manufacturer Lot Number(s)1 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop2'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerRKR Steel
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2016-08-18-12
DIME Test ID: 2016-08-18-12-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Test Release Date: 2016-08-29
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 08/26/2016
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
131#5/16mm0.312918094130Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 08/29/2016