Test 2019-11-27-2-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Sample Information
Sample Taken Date11/27/2019 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 testing12/10/2019
Sample typeQuality Assurance A brief description of the sample#5 A706 Grade 60 bar with #5 Button Head
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQA Inspector Laboratory sample identificationLot 6
The fabricator/manufacturer/facility nameIntegrity Rebar Placers Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-173-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)65032736 Head Manufacturer Lot Number(s)A190690
Rebar Size5 Headed Bar Model NameBNX Buttonhead
Size of HeadReduced Size - 4x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerCMC Commercial Metals
Head ManufacturerBar Splice Head FabricatorIntegrity Rebar Placers
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2019-11-27-2
DIME Test ID: 2019-11-27-2-3
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: 2019-12-11
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/11/2019
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
160.3132535104951Ok Neckingfsaylor

General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 12/11/2019