Summary for Test 2024-04-10-1-3

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 993253
DEA: 033F0604
EFIS: 0312000052
DIST-CO-RTE-PM03-GLE-162-76.3/78.6
Award Date02/02/2022
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date04/10/2024 Sample Unique Key1
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 testing04/11/2024
Sample typeDepartment Acceptance A brief description of the sample#8 HRC 555 Headed Bars
The quantity of what the sample constitutes146 Heads Lot#2 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMuser
Title of samplerQA Telephone number of sampler916 517-0532
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Fresno Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-112-24 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)9001340 Head Manufacturer Lot Number(s)NA
Rebar Size#8 Headed Bar Model Name555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar Manufacturercmc Texas
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2024-04-10-1
DIME Test ID: 2024-04-10-1-3
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: 2024-04-17

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 04/16/2024
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.797462094456Ok 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 4/17/2024