Summary for Test 2023-06-29-5-1

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
DIST-CO-RTE-PM06-FRE-5-44.4-45.4
Award Date05/26/2022
Closeout Date05/09/2025
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location DescriptionIN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date06/29/2023 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing06/30/2023 Sample typeQuality Assurance
A brief description of the sampleHRC 555 headed bars The quantity of what the sample constitutes24
From where was the sample collectedFabricator First name of sampler or witnessed bySherri
Last name of sampler or witnessed byBrannon Title of samplerQA Inspector
Telephone number of sampler(916) 826-6371 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Steel Group Napa
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormB22-206-23
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3500032060 Head Manufacturer Lot Number(s)1
Rebar Size#8 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerPacific Steel Group Napa Head FabricatorPacific Steel Group Napa
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2023-06-29-5
DIME Test ID: 2023-06-29-5-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2023-06-30

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 06/30/2023
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797330492790Ok Neckingaauvinen

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 6/30/2023 ✔