Test 2016-10-14-7-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 210097
DEA: 100L9704
EFIS: 1012000053
DIST-CO-RTE-PM10-TUO-120-R19.5/R20.0
Work DescriptionREPLACE DECK AND RETROFIT BRIDGE.
Location DescriptionIN TUOLUMNE COUNTY ON STATE ROUTE 120 FROM 7.6 MILES EAST OF YOSEMITEJUNCTION TO 4.8 MILES WEST OF THE TOWN OF MOCCASIN AT TUOLUMNE RIVER/DON PEDRO RESERVOIR (JAMES E.
Sample Information
Sample Taken Date10/14/2016 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 testing10/19/2016
Sample typeQuality Assurance A brief description of the sampleBarsplice End Anchor Heads
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byTory Last name of sampler or witnessed byMclaurin
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameGerdau BarSplce Transportation Laboratory (TL) NumberC705724
Inspector Lot Number from the Transportation Laboratory (TL) FormL6729616 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6502483002 Head Manufacturer Lot Number(s)A130779
Rebar Size#6 Headed Bar Model NameBarsplice Buttonhead 10AB
Size of HeadReduced Size - 4x Head Connection Type
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerBarsplice Head FabricatorBarsplice
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-10-14-7
DIME Test ID: 2016-10-14-7-2
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: 2016-10-20
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 10/20/2016
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.444063092340Bar 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 10/20/2016