Summary for Test 2022-09-01-11-3

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 Date09/01/2022 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing09/08/2022 Sample typeQuality Assurance
A brief description of the sample#10 HRC 120 T-head The quantity of what the sample constitutes12
From where was the sample collectedFabricator First name of sampler or witnessed byHenry
Last name of sampler or witnessed byArredondo Title of samplerCT METS QA INSPECTOR
Telephone number of sampler5623329603 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) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4120516 Head Manufacturer Lot Number(s)1
Rebar Size#10 Headed Bar Model NameHRC 120 T Heads
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Steel Arizona
Head ManufacturerNucor Utah Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2022-09-01-11
DIME Test ID: 2022-09-01-11-3
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: 2022-09-15

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 09/15/2022
UTM: 450kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.27118381.5693214ok neckingspaine

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 9/15/2022 ✔