Summary for Test 2023-09-13-1-1

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 Date09/13/2023 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 testing09/25/2023
Sample typeDepartment Acceptance A brief description of the sample#6 555 Dual Headed Bar - Lot 20
The quantity of what the sample constitutes75 bars / 150 From where was the sample collectedFabricator
First name of sampler or witnessed byPeter Last name of sampler or witnessed byHarvey
Title of samplerAMR Telephone number of sampler1(707)364-2452
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Fresno, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS74-004-23 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4131353 Head Manufacturer Lot Number(s)N/A
Rebar Size#6 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerHRC Head FabricatorCMC Rebar Fresno
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2023-09-13-1
DIME Test ID: 2023-09-13-1-1
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: 2023-09-25

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 09/25/2023
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1200.4445479103361Ok 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 9/25/2023