Summary for Test 2016-07-21-7-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Award Date01/28/2016
Closeout Date10/17/2019
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
QA Service Level1 (Verified on 01/12/2016)

Sample Information

Sample Taken Date07/21/2016 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing07/22/2016 Sample typeQuality Assurance
A brief description of the sampleEnd Anchors The quantity of what the sample constitutes4
From where was the sample collectedSource 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 nameDextra America Nucor
Transportation Laboratory (TL) NumberC715251 Inspector Lot Number from the Transportation Laboratory (TL) FormB1029516
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)PL16102737 Head Manufacturer Lot Number(s)4008
Rebar Size#6 Headed Bar Model NameBartec
Size of HeadFull Size - 9x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerDextra Head FabricatorDextra
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2016-07-21-7
DIME Test ID: 2016-07-21-7-2
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: 2016-07-26

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 07/25/2016
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1290.444282097320Bar BrokeFred

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 7/26/2016 ✔