Test 2021-09-08-1-1 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 215255
DEA: 040A7714
EFIS: 0420000287
DIST-CO-RTE-PM04-ALA-80-6.4-6.6
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location DescriptionALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
Sample Information
Sample Taken Date9/8/2021 Sample Unique Key1
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 testing9/10/2021
Sample typeQuality Assurance A brief description of the sample#6 HRC 150 T Head
The quantity of what the sample constitutes114 From where was the sample collectedManufacturer
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameHeaded Reinforcement Corp, Fountain Valley, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-164-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4111055 Head Manufacturer Lot Number(s)1
Rebar Size#6 Headed Bar Model NameHRC 150
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerHeaded Reinforcement Corp Head FabricatorHeaded Reinforcement Corp
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-09-08-1
DIME Test ID: 2021-09-08-1-1
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: 2021-09-14
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/13/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.444154794425OK 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 09/14/2021