Summary for Test 2017-05-17-7-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 211616
DEA: 050G0404
EFIS: 0500020020
DIST-CO-RTE-PM05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Award Date11/16/2016
Closeout Date10/29/2020
Work DescriptionROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location DescriptionSAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
QA Service Level1 (Verified on 09/15/2016)

Sample Information

Sample Taken Date05/17/2017 Sample Unique Key7
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 testing05/19/2017
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byGray
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTNT Rebar Transportation Laboratory (TL) NumberC943252
Inspector Lot Number from the Transportation Laboratory (TL) FormS3203517 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)PL16201954
Hoop Manufacturer Lot Number(s)1 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop2'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerTNT
Welding CompanyTNT Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2017-05-17-7
DIME Test ID: 2017-05-17-7-3
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: 2017-05-30

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/23/2017
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
131#5/16mm0.312768089290Bar 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 5/23/2017