Summary for Test 2020-06-29-14-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 214701
DEA: 030F2844
EFIS: 0319000204
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award Date05/14/2020
Closeout Date11/27/2023
Work DescriptionConstruct new PCC precast girder bridge over UPRR at McConnell OH between existing SB and NB alignments
Location DescriptionNot set
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date06/29/2020 Sample Unique Key14
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 testing07/01/2020
Sample typeQuality Assurance A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJim Last name of sampler or witnessed byNgo
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) NumberC849206
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)613718 Head Manufacturer Lot Number(s)1
Rebar Size#5 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Rebar
Head ManufacturerCMC Rebar HRC Head FabricatorCMC Rebar
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2020-06-29-14
DIME Test ID: 2020-06-29-14-3
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: 2020-07-02

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/02/2020
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.313040698085Ok neckingbewing

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 7/2/2020