Test 2016-12-29-4-1 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Sample Information
Sample Taken Date12/29/2016 Sample Unique Key4
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 testing1/9/2017
Sample typeQuality Assurance A brief description of the sampleHRC 110 End Anchors
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byGreg Last name of sampler or witnessed byJohnston
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC CMC Rebar Nucor Transportation Laboratory (TL) NumberC731322
Inspector Lot Number from the Transportation Laboratory (TL) FormL5305416 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4061107 Head Manufacturer Lot Number(s)1 2
Rebar Size#5 Headed Bar Model NameHrc 110
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Rebar Nucor
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-12-29-4
DIME Test ID: 2016-12-29-4-1
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: 2017-01-16
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 01/09/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.312898093480Bar 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 01/09/2017