Summary for Test 2017-08-08-2-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212523
DEA: 033H3504
EFIS: 0317000327
DIST-CO-RTE-PM03-SIE-49-45.19
Award Date06/08/2017
Closeout Date01/15/2019
Work DescriptionConstruct Viaduct and re-establish both lanes of travel
Location DescriptionNot set
QA Service Level1 (Verified on 08/01/2017)

Sample Information

Sample Taken Date08/08/2017 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/08/2017 Sample typeQuality Assurance
A brief description of the sample8 Flash 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
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHarris Rebar Nucor
Transportation Laboratory (TL) NumberC740720 Inspector Lot Number from the Transportation Laboratory (TL) FormB1025417
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)SE14103803
Hoop Manufacturer Lot Number(s)H01, H02 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop3'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2017-08-08-2
DIME Test ID: 2017-08-08-2-4
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: 2017-08-15

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 08/08/2017
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11H02#8/25mm0.797266091970Bar 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 8/8/2017 ✔