Test 2020-06-02-3-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 213682
DEA: 11430184
EFIS: 1117000215
DIST-CO-RTE-PM11-SD-805-8.4/8.8
Work DescriptionBridge widening, HMA, barrier, drainage, RCP, and landscape work near Sweetwater River Bridge in Chula Vista. Widening of Sweetwater River Bridge in Chula Vista on 805.
Location DescriptionNear Sweetwater River Bridge in Chula Vista on 805.
Sample Information
Sample Taken Date6/2/2020 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing6/4/2020
Sample typeQuality Assurance A brief description of the sampleASTM A706 GR 60 Headed Bar
The quantity of what the sample constitutes8 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 identification
The fabricator/manufacturer/facility namePacific Steel Group Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-119-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)1202016630 Head Manufacturer Lot Number(s)Lot no 1 and Lot no 2
Rebar Size#8 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar Manufacturer Nucor
Head ManufacturerNucor Head FabricatorPacific Steel Group
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2020-06-02-3
DIME Test ID: 2020-06-02-3-3
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: 2020-06-08
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/08/2020
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797707697565Ok Neckingfsaylor

General comments (publicly viewable) (Max 250 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 06/08/2020