Summary for Test 2021-02-01-1-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 212571
DEA: 051F7904
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-56
Award Date08/14/2020
Closeout DateNot set
Work DescriptionNOJOQUI CREEK BRIDGE (51-0018 L/R) RAILING UPGRADE
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date02/01/2021 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing02/01/2021
Sample typeQuality Assurance A brief description of the sampleHRC 555 End Anchors
The quantity of what the sample constitutes24 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byCarpenter
Title of samplerQA Telephone number of sampler415-608-1742
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePJ Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-004-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)3500015159 Head Manufacturer Lot Number(s)1
Rebar Size#11 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection Type
Head ShapeCircular Rebar ManufacturerCMC Rebar Nucor
Head Manufacturernucor Head FabricatorNucor and Gerdau
Material Standard CodeASTM A706

Test Details

DIME Sample ID: 2021-02-01-1
DIME Test ID: 2021-02-01-1-3
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: 2021-02-03

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 02/03/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111101776101776OK 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 2/3/2021