Test 2017-04-21-2-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 211513
DEA: 120M4904
EFIS: 1212000090
DIST-CO-RTE-PM12-ORA-5-1.2/2.2
Work DescriptionWIDEN FWY AND BRIDGE AND CONSTRUCT RW, SOUND WALL, AND CONC BARRIERS.
Location DescriptionORANGE COUNTY IN SAN CLEMENTE FROM 0.1 MILE NORTH OF AVENIDA MENDOCINO OVERCROSSING TO 0.2 MILE SOUTH OF AVENIDA PRESIDIO UNDERCROSSING
Sample Information
Sample Taken Date4/21/2017 Sample Unique Key2
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 testing4/24/2017
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 byTory Last name of sampler or witnessed byMclaurin
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCMC HRC Transportation Laboratory (TL) NumberC943834
Inspector Lot Number from the Transportation Laboratory (TL) FormL6708417 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingRetest
Rebar Heat Number(s)4061558 Head Manufacturer Lot Number(s)1
Rebar Size9 Headed Bar Model NameHRC 120
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-04-21-2
DIME Test ID: 2017-04-21-2-3
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: 2017-05-02
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/24/2017
UTM: 2000KIP
Temperature:71 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119755097550Bar 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 04/25/2017