Test 2017-04-19-8-4 (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 Date4/19/2017 Sample Unique Key8
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 sampleHRC 120 End Anchors
The quantity of what the sample constitutes8 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byChurchill
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameGerdau, HRC Transportation Laboratory (TL) NumberC970922
Inspector Lot Number from the Transportation Laboratory (TL) FormL0201717 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6502352302 Head Manufacturer Lot Number(s)1, 2
Rebar Size#8 Headed Bar Model NameHRC 120
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerGerdau
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-04-19-8
DIME Test ID: 2017-04-19-8-4
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: 2017-05-03
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 04/25/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.797304092460Bar BrokeFred

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 04/26/2017