Test 2021-10-12-3-4 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 212252
DEA: 033F5604
EFIS: 0313000033
DIST-CO-RTE-PM03-SUT,YUB-20-17.0/17.1,0.0/0.4
Work DescriptionINSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location DescriptionSUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
Sample Information
Sample Taken Date10/12/2021 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 testing10/12/2021
Sample typeQuality Assurance A brief description of the sampleHRC 555 End Anchors
The quantity of what the sample constitutes16 From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGerdau Nucor Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3500020386 Head Manufacturer Lot Number(s)1 5 10 15
Rebar Size#7 Headed Bar Model NameHRC 555 End Anchor
Size of HeadReduced Size - 4x Head Connection TypeInertia Weld
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerGerdau HRC Head FabricatorGerdau HRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-10-12-3
DIME Test ID: 2021-10-12-3-4
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: 2021-10-13
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/12/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
150.65949699160OK 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 10/13/2021