Test 2020-04-10-3-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date4/10/2020 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 testing4/22/2020
Sample typeQuality Assurance A brief description of the sampleHRC 555 Headed Reinforcement
The quantity of what the sample constitutes2,160 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerMETS QA inspector Laboratory sample identification
The fabricator/manufacturer/facility nameCamblin Steel Service, Benicia Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB22-014-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)067220 Head Manufacturer Lot Number(s)1 through 15
Rebar Size#6 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeInertia Weld
Head ShapeCircular Rebar ManufacturerCascade Steel
Head ManufacturerCamblin Steel Service Head FabricatorCamblin Steel Service
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2020-04-10-3
DIME Test ID: 2020-04-10-3-2
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: 2020-04-16
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/14/2020
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.444354498964Ok 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 04/16/2020