Test 2017-08-24-4-1 (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 Date8/24/2017 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Control A brief description of the sampleUBS hoop
The quantity of what the sample constitutes3 lots From where was the sample collectedFabricator
First name of sampler or witnessed byStacey Last name of sampler or witnessed byDavis
Title of samplerQAI Laboratory sample identification
The fabricator/manufacturer/facility nameHarris Rebar Evraz Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB362-091-17 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)593421
Hoop Manufacturer Lot Number(s)H96, H97, H98 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop2'-6.5" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerEvraz
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2017-08-24-4
DIME Test ID: 2017-08-24-4-1
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: 2017-09-04
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 08/25/2017
UTM:75KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11H97#5/16mm0.312852092000necking okayFred

General comments (publicly viewable) (Max 250 characters): necking okay
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 08/28/2017