Test 2021-02-01-3-1 (ASTM A970-15e1) Summary

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Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Sample Information
Sample Taken Date2/1/2021 Sample Unique Key3
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 testing2/2/2021
Sample typeQuality Assurance A brief description of the sample#6 HRC 150 T Heads Lot no. 1
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 identification
The fabricator/manufacturer/facility nameHRC Fountain Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-014-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6018658 Head Manufacturer Lot Number(s)B1132429
Rebar Size#6 Headed Bar Model NameHRC 150 T Heads
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC Steel Oklahoma
Head ManufacturerNucor Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-02-01-3
DIME Test ID: 2021-02-01-3-1
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: 2021-02-03
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 02/03/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.4444401100912OK 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 02/03/2021