Summary for Test 2021-02-25-1-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 214841
DEA: 034H1004
EFIS: 0318000176
DIST-CO-RTE-PM03-SIE-49-9.2/24.7
Award Date05/29/2020
Closeout DateNot set
Work DescriptionINSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location DescriptionSIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date02/25/2021 Sample Unique Key1
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 testing02/26/2021
Sample typeQuality Assurance A brief description of the sampleHeaded Rebar
The quantity of what the sample constitutes235 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 namePacific Steel Group Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-013-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3500016591 Head Manufacturer Lot Number(s)3500016591
Rebar Size#8 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerNucor Head FabricatorHRC
Material Standard CodeASTM A706

Test Details

DIME Sample ID: 2021-02-25-1
DIME Test ID: 2021-02-25-1-2
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: 2021-03-01

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 02/26/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797878699729Ok 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 3/1/2021