Test 2019-04-08-1-4 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213229
DEA: 050A0504
EFIS: 0500000007
DIST-CO-RTE-PM05-SB-1-15.6
Work DescriptionBRIDGE REPLACEMENT, RETAINING WALL AND FISH PASSAGE.
Location DescriptionSANTA BARBARA COUNTY NEAR LOMPOC AT SALSIPUEDES CREEK BRIDGE
Sample Information
Sample Taken Date4/8/2019 Sample Unique Key1
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 testing4/8/2019
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutes300 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB10-125-19 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)601695
Hoop Manufacturer Lot Number(s)H01-H02 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop3'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerEvraz
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2019-04-08-1
DIME Test ID: 2019-04-08-1-4
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: 2019-04-16
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/09/2019
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11H02#6/19mm0.4446940106680Bar 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 04/09/2019