Test 2017-05-05-10-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 211718
DEA: 120H5304
EFIS: 1213000147
DIST-CO-RTE-PM12-ORA-5-6.8,22.8
Work DescriptionBRIDGE RAIL UPGRADE AND DECK REPLACEMENT
Location DescriptionORANGE COUNTY IN SAN JUAN CAPISTRANO AND IRVINE AT NORTHBOUND CAMINO LAS RAMBLAS LOOP ON RAMP AND NEAR BEE CANYON CREEK
Sample Information
Sample Taken Date5/5/2017 Sample Unique Key10
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 testing5/15/2017
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 byRussel Last name of sampler or witnessed byLynch
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCascade Barsplice Transportation Laboratory (TL) NumberC970155
Inspector Lot Number from the Transportation Laboratory (TL) FormL9606217 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)412716 Head Manufacturer Lot Number(s)1
Rebar Size#11 Headed Bar Model NameBarsplice Buttonhead 10AB
Size of HeadReduced Size - 4x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerCascade
Head ManufacturerBarsplice Head FabricatorBarsplice
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-05-05-10
DIME Test ID: 2017-05-05-10-2
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: 2017-05-23
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 05/16/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.5615396098690Bar 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 05/16/2017