Summary for Test 2024-08-23-1-2

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout Date04/23/2026
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date08/23/2024 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing08/26/2024 Sample typeQuality Assurance
A brief description of the sample#9 HRC 150 T-Heads The quantity of what the sample constitutes16 Headed Bars
From where was the sample collectedFabricator First name of sampler or witnessed byJacob
Last name of sampler or witnessed byGarcia Title of samplerQuality Assurance Inspector
Telephone number of sampler3109128014 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHRC- Fountain Valley
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL169-057-24
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)9002408 Head Manufacturer Lot Number(s)400000945421
Rebar Size#9 Headed Bar Model NameHRC Type 150
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerNucor Utah Head FabricatorHRC Fountian Valley
Material Standard CodeASTM A706 Headed Bar Unique ID9FW-17-04

Test Details

DIME Sample ID: 2024-08-23-1
DIME Test ID: 2024-08-23-1-2
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: 2024-09-03

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 08/30/2024
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119629496294Ok 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 9/3/2024 ✔