Summary for Test 2021-04-08-2-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 215617
DEA: 101N2004
EFIS: 1021000104
DIST-CO-RTE-PM10-SJ-5-45.86, 45.86
Award Date01/29/2021
Closeout Date11/09/2021
Work DescriptionEmergency Bridge Rehabilitation at Beaver Slough
Location DescriptionNot set
QA Service Level1 (Verified on 03/26/2021)

Sample Information

Sample Taken Date04/08/2021 Sample Unique Key2
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 testing04/12/2021
Sample typeQuality Assurance A brief description of the sample#8 Heade Rebar
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed byMahlon Last name of sampler or witnessed byLindenmuth
Title of samplerQA Inspector Telephone number of sampler646-740-3704
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS46-321-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)4104502 Head Manufacturer Lot Number(s)N/A
Rebar Size#8 Headed Bar Model NameHRC 555
Size of HeadFull Size - 9x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2021-04-08-2
DIME Test ID: 2021-04-08-2-3
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: 2021-04-13

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/12/2021
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.7979832101053OK 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 4/13/2021