Test 2016-07-08-7-4 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210886
DEA: 050F7004
EFIS: 0500000049
DIST-CO-RTE-PM05-MON-68-R17.4/R18.0
Work DescriptionWIDENING BRIDGE
Location DescriptionIN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date7/8/2016 Sample Unique Key7
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 testing7/11/2016
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 Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberC711172
Inspector Lot Number from the Transportation Laboratory (TL) FormB1028916 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)586353
Hoop Manufacturer Lot Number(s)H01, H02 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop30 5 Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerEvraz
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2016-07-08-7
DIME Test ID: 2016-07-08-7-4
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: 2016-07-12
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 07/12/2016
UTM:75KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11H02#5/16mm0.312755588890necking okayFred

General comments (publicly viewable) (Max 1000 characters): necking okay
Test Graph
WARNING: No graph data imported from Instron machine.

Test was verified on 07/12/2016