Test 2019-02-14-2-5 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213470
DEA: 06394604
EFIS: 0600020595
DIST-CO-RTE-PM06-FRE-269-10.6/12.4
Work DescriptionREPLACE BRIDGES AND RECONSTRUCT ROADWAY.
Location DescriptionFRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198
Sample Information
Sample Taken Date2/14/2019 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 testing2/14/2019
Sample typeQuality Control A brief description of the sampleUBS Hoops
The quantity of what the sample constitutesLot 1-10 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameTNT Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-009-19 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)4083637
Hoop Manufacturer Lot Number(s)1, 5, and 10 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop1'-4" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Rebar
Welding CompanyTNT Rebar Company Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2019-02-14-2
DIME Test ID: 2019-02-14-2-5
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: 2019-02-28
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 02/20/2019
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
115#5/16mm0.313042098130Bar 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 02/21/2019