Summary for Test 2021-05-16-3-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Award Date04/21/2020
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date05/16/2021 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 testing05/24/2021
Sample typeQuality Assurance A brief description of the sampleHeaded Bar
The quantity of what the sample constitutes20 From where was the sample collectedFabricator
First name of sampler or witnessed byChris Last name of sampler or witnessed byDsouza
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)6021607 Head Manufacturer Lot Number(s)MM2010166502 Lot1
Rebar Size#9 Headed Bar Model NameHRC 150
Size of HeadFull Size - 9x Head Connection TypeInertia Weld
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2021-05-16-3
DIME Test ID: 2021-05-16-3-3
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: 2021-05-25

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/24/2021
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119904999049OK 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 5/25/2021