Test 2021-09-07-5-1 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
Sample Information
Sample Taken Date9/7/2021 Sample Unique Key5
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 testing9/14/2021
Sample typeQuality Assurance A brief description of the sample(32) #11 HRC 120 x various length
The quantity of what the sample constitutesLot 1 (32) #11 HRC 120 x various lenght From where was the sample collectedFabricator
First name of sampler or witnessed byRigoberto Last name of sampler or witnessed byMarin
Title of samplerAMR Laboratory sample identification
The fabricator/manufacturer/facility nameHeaded Reinforcement Corp Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL133-095-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3097863 Head Manufacturer Lot Number(s)Lot 1
Rebar Size#11 Headed Bar Model NameHRC 120 T Heads
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerHRC Fountain Valley Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-09-07-5
DIME Test ID: 2021-09-07-5-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2021-09-14
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/13/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.5615144897082OK Neckingfsaylor

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 09/14/2021