Test 2016-05-31-1-1 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 210040
DEA: 04297624
EFIS: 0400020581
COOP: 042558
DIST-CO-RTE-PM04-ALA-84-22.9/25.7
Work DescriptionWIDENING AND EXPRESSWAY UPGRADES
Location DescriptionON ROUTE 84, FROM RUBY HILL DRIVE TO NORTH OF CONCANNON BOULEVARD
Sample Information
Sample Taken Date5/31/2016 Sample Unique Key1
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 testing6/1/2016
Sample typeQuality Assurance A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Salinas Transportation Laboratory (TL) NumberC741280
Inspector Lot Number from the Transportation Laboratory (TL) FormB1024516 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)SE16100975 Head Manufacturer Lot Number(s)NA
Rebar Size#11 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerHarris Salinas
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-05-31-1
DIME Test ID: 2016-05-31-1-1
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: 2016-06-02
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/02/2016
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11.5614837095110Bar 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 06/02/2016