Summary for Test 2020-07-30-5-3

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 Date07/29/2022
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 Date07/30/2020 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 testing07/31/2020
Sample typeAcceptance A brief description of the sample#6 double headed rebar
The quantity of what the sample constitutes22 Pieces, 44 Heads Lot#2 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMuser
Title of samplerQA Telephone number of sampler9165170532
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-400-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)65028682 Head Manufacturer Lot Number(s)N/A
Rebar Size#6 Headed Bar Model Name555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2020-07-30-5
DIME Test ID: 2020-07-30-5-3
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: 2020-08-03

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/03/2020
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.4444241100548OK 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 8/3/2020