Summary for Test 2022-04-22-1-3

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date09/23/2020
Closeout Date08/11/2023
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date04/22/2022 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing04/25/2022 Sample typeQuality Assurance
A brief description of the sampleASTM A706 GR60 HRC 120 T-Heads The quantity of what the sample constitutes24
From where was the sample collectedFabricator First name of sampler or witnessed byArthur
Last name of sampler or witnessed byPeterson Title of sampler
Telephone number of sampler7073428602 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) FormL110-141-22
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)2111700 Head Manufacturer Lot Number(s)1
Rebar Size#10 Headed Bar Model NameHRC 120 T Heads
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerVinton Steel
Head ManufacturerNiagra LaSalle Corp Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2022-04-22-1
DIME Test ID: 2022-04-22-1-3
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: 2022-04-27

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 04/26/2022
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.2711895793667ok 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 4/27/2022