Summary for Test 2017-04-19-6-6

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 209708
DEA: 04235524
EFIS: 0412000496
COOP: 042536,042616
Award Date01/20/2017
Closeout Date02/14/2018
Location DescriptionIN THE CITY OF SAN MATEO
QA Service Level1 (Verified on 10/24/2016)

Sample Information

Sample Taken Date04/19/2017 Sample Unique Key6
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 testing04/21/2017
Sample typeQuality Assurance A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes8 From where was the sample collectedManufacturer
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) NumberC739982
Inspector Lot Number from the Transportation Laboratory (TL) FormB1016517 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)SE16103927 Head Manufacturer Lot Number(s)T01 T02
Rebar Size8 Headed Bar Model NameBarsplice Buttonhead 10AB
Size of HeadReduced Size - 4x Head Connection Type
Head ShapeCircular Rebar ManufacturerHarris Salinas
Head ManufacturerBarSplice Head FabricatorBarSplice
Material Standard CodeASTM A706

Test Details

DIME Sample ID: 2017-04-19-6
DIME Test ID: 2017-04-19-6-6
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: 2017-05-01

Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/24/2017
UTM: 2000KIP
Temperature:71 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T-020.797413093840Bar 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 4/24/2017