Test 2018-02-27-2-4 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212706
DEA: 051J4004
EFIS: 0517000095
DIST-CO-RTE-PM05-SCR-9-11.0
Work DescriptionRepair Slipout damage by constructing sidehill viaduct
Location DescriptionNot set
Sample Information
Sample Taken Date2/27/2018 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 testing2/27/2018
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerTET Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormB10-113-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)591865
Hoop Manufacturer Lot Number(s) H06 Group 2 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerEvraz
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2018-02-27-2
DIME Test ID: 2018-02-27-2-4
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: 2018-03-08
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 03/01/2018
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
14H06#6/19mm0.444244096450Bar 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 03/01/2018