Test 2017-04-26-3-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 209708
DEA: 04235524
EFIS: 0412000496
COOP: 042536,042616
DIST-CO-RTE-PM04-SM-92,82-R11.2/10.5
Work DescriptionIMPROVEMENTS TO THE STATE ROUTE (SR) 92/EL CAMINO REAL (SR82) INTERCHANGE
Location DescriptionIN THE CITY OF SAN MATEO
Sample Information
Sample Taken Date4/26/2017 Sample Unique Key3
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 testing4/27/2017
Sample typeQuality Assurance A brief description of the sampleBarsplice Button Head End Anchor
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byED Last name of sampler or witnessed byFleming
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameNucor BarSplice Transportation Laboratory (TL) NumberC739992
Inspector Lot Number from the Transportation Laboratory (TL) FormB1018017 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)SE17101134 Head Manufacturer Lot Number(s)T07
Rebar Size#8 Headed Bar Model NameBarsplice Buttonhead 10A
Size of HeadReduced Size - 4x Head Connection Type
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerBarsplice Head FabricatorBarsplice
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-04-26-3
DIME Test ID: 2017-04-26-3-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2017-05-08
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 04/27/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T070.797788098580Bar 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 05/01/2017