Summary for Test 2023-04-26-13-3

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 Date04/26/2023 Sample Unique Key13
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 testing04/27/2023
Sample typeQuality Assurance A brief description of the sampleDual Headed #6 Bars
The quantity of what the sample constitutes150 Heads From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHaynes
Title of samplerCALTRANS METS QA INSPECTOR Telephone number of sampler5105931179
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Fresno Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS81-029-23 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4124701 Head Manufacturer Lot Number(s)NA
Rebar Size#6 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerNA Head FabricatorCMC Rebar Fresno
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2023-04-26-13
DIME Test ID: 2023-04-26-13-3
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: 2023-05-05

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: rmacias
Date of test: 05/03/2023
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.4445045102375Ok Neckingrmacias

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 5/5/2023