Test 2021-07-01-11-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 215231
DEA: 042A3324
EFIS: 0414000039
DIST-CO-RTE-PM04-ALA-84-10.8/18
Work DescriptionNILES CANYON SAFETY PROJECT
Location DescriptionALAMEDA CREEK BR OH (33-0034) BRIDGE RAIL REPLACEMENT, 2,060 LF; AND STONYBROOK CREEK BRIDGE (SLAB BRIDGE)
Sample Information
Sample Taken Date7/1/2021 Sample Unique Key11
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 testing7/6/2021
Sample typeQuality Assurance A brief description of the sampleHRC 555 End Anchors
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJ Last name of sampler or witnessed byJarosz
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameNucor HRC Transportation Laboratory (TL) NumberC670958
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)3500016143 Head Manufacturer Lot Number(s)1
Rebar Size#6 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeInertia Weld
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-07-01-11
DIME Test ID: 2021-07-01-11-2
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: 2021-07-07
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/06/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.444351498894OK 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 07/07/2021