Test 2016-06-13-1-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210040
DEA: 04297624
EFIS: 0400020581
COOP: 042558
DIST-CO-RTE-PM04-ALA-84-22.9/25.7
Work DescriptionWIDENING AND EXPRESSWAY UPGRADES
Location DescriptionON ROUTE 84, FROM RUBY HILL DRIVE TO NORTH OF CONCANNON BOULEVARD
Sample Information
Sample Taken Date6/13/2016 Sample Unique Key1
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 testing6/14/2016
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar 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 samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Salinas Transportation Laboratory (TL) NumberC711154
Inspector Lot Number from the Transportation Laboratory (TL) FormB1026316 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)PL15104250
Hoop Manufacturer Lot Number(s)H01 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop2'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2016-06-13-1
DIME Test ID: 2016-06-13-1-1
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: 2016-06-14
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/14/2016
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11H01#7/22mm0.65537092280Bar BrokeFred

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 06/14/2016