Test 2017-09-25-6-8 (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 Date9/25/2017 Sample Unique Key6
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 testing10/16/2017
Sample typeQuality Assurance A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes12 From where was the sample collectedManufacturer
First name of sampler or witnessed byDanny Last name of sampler or witnessed byLalonde
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameBarSplice Gerdau Transportation Laboratory (TL) NumberC591516
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)65026740 Head Manufacturer Lot Number(s)A144224
Rebar Size5 Headed Bar Model NameButtonhead
Size of HeadReduced Size - 4x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerBarSplice Head FabricatorBarSplice
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-09-25-6
DIME Test ID: 2017-09-25-6-8
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: 2017-10-30
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 10/23/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.312800090320Bar 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 10/23/2017