Test 2018-05-17-4-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 209114
DEA: 040A7104
EFIS: 0400000160
COOP: 042550
DIST-CO-RTE-PM04-ALA-880-28.4/29.2
Work DescriptionWIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location DescriptionALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
Sample Information
Sample Taken Date5/17/2018 Sample Unique Key4
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 testing5/21/2018
Sample typeQuality Assurance A brief description of the sampleA706 T-headed rebar
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerTET Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormB10-147-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)SE18101645 Head Manufacturer Lot Number(s)6W1 Heat A172035
Rebar Size7 Headed Bar Model NameBNX Buttonhead
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerBarsplice Head FabricatorHarris Rebar
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2018-05-17-4
DIME Test ID: 2018-05-17-4-3
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: 2018-05-29
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/22/2018
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T020.65658094300Bar 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 05/22/2018