Summary for Test 2018-06-06-10-1

Test performed: ASTM A970-15e1

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/06/2018 Sample Unique Key10
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 testing06/12/2018
Sample typeQuality Assurance A brief description of the sampleHRC 555 End Anchors
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) NumberC940066
Inspector Lot Number from the Transportation Laboratory (TL) FormL11507318 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6503079602 Head Manufacturer Lot Number(s)162
Rebar Size6 Headed Bar Model NameHRC 555 End Anchor
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerHRC Head FabricatorCMC Rebar
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2018-06-06-10
DIME Test ID: 2018-06-06-10-1
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: 2018-06-21

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/14/2018
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11620.444131093890Bar BrokeFred

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 6/14/2018