Test 2019-01-09-1-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213474
DEA: 010A8404
EFIS: 0113000058
DIST-CO-RTE-PM01-MEN-271-17.7/18.0
Work DescriptionBRIDGE REPLACEMENT, ROADWAY REALIGNMENT AND WIDENING.
Location DescriptionMENDOCINO COUNTY NEAR PIERCY FROM 0.7 MILE NORTH OF HIGHWAY 271/101 SEPARATION TO 0.4 MILE SOUTH OF THE SIDEHILL VIADUCT
Sample Information
Sample Taken Date1/9/2019 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 testing1/10/2019
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutes8 From where was the sample collectedSource
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerQAI Laboratory sample identificationx
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) NumberC946976 C946977
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-001-19 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)65032854
Hoop Manufacturer Lot Number(s)1, 3 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop3'-4" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2019-01-09-1
DIME Test ID: 2019-01-09-1-1
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: 2019-01-18
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 01/11/2019
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#7/22mm0.660360100600Bar 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 01/11/2019