Summary for Test 2017-06-14-11-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 209708
DEA: 04235524
EFIS: 0412000496
COOP: 042536,042616
DIST-CO-RTE-PM04-SM-92,82-R11.2/10.5
Award Date01/20/2017
Closeout Date02/14/2018
Work DescriptionIMPROVEMENTS TO THE STATE ROUTE (SR) 92/EL CAMINO REAL (SR82) INTERCHANGE
Location DescriptionIN THE CITY OF SAN MATEO
QA Service Level1 (Verified on 10/24/2016)

Sample Information

Sample Taken Date06/14/2017 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing06/16/2017 Sample typeQuality Assurance
A brief description of the sampleHeaded Bars The quantity of what the sample constitutes4
From where was the sample collectedFabricator First name of sampler or witnessed byEd
Last name of sampler or witnessed byFleming Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHarris Salinas
Transportation Laboratory (TL) NumberC703737 Inspector Lot Number from the Transportation Laboratory (TL) FormB1021217
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)SE17100456 Head Manufacturer Lot Number(s)T09
Rebar Size8 Headed Bar Model NameBartec
Size of HeadReduced Size - 4x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerDextra America Head FabricatorDextra America
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2017-06-14-11
DIME Test ID: 2017-06-14-11-3
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: 2017-06-27

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/19/2017
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T090.797300092410Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 6/20/2017 ✔