Summary for Test 2018-06-06-10-2

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
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
Bid ItemNot 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: 2018-06-06-10-2
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: 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
11620.444127093800Bar 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 ✔