Test 2021-08-20-3-6 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Sample Information
Sample Taken Date8/20/2021 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 testing8/27/2021
Sample typeVerification A brief description of the sample#5 HRC 120 T Heads Lot 1 and Lot 2
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 Specialist Laboratory sample identification
The fabricator/manufacturer/facility nameHRC Fountain Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-116-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4109332 Head Manufacturer Lot Number(s)10010827423
Rebar Size#5 Headed Bar Model NameHRC 120 T Heads
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Steel Arizona
Head ManufacturerNucor Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-08-20-3
DIME Test ID: 2021-08-20-3-6
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: 2021-09-01
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 08/31/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.312947295071Ok Neckingbewing

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 09/01/2021