Summary for Test 2016-06-17-5-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 210277
DEA: 051F8904
EFIS: 0514000072
DIST-CO-RTE-PM05-MON-1-28.0/28.4
Award Date05/13/2015
Closeout Date02/01/2018
Work DescriptionCONSTRUCT VIADUCT.
Location DescriptionMONTEREY COUNTY NEAR LUCIA FROM 0.1 MILE SOUTH OF BIG CREEK BRIDGE TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE
QA Service Level1 (Verified on 06/01/2015)

Sample Information

Sample Taken Date06/17/2016 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing06/20/2016 Sample typeQuality Assurance
A brief description of the sampleEnd Anchors 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) NumberC711160 Inspector Lot Number from the Transportation Laboratory (TL) FormB1026816
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)SE16101574 Head Manufacturer Lot Number(s)T02
Rebar Size#7 Headed Bar Model NameBartec
Size of HeadFull Size - 9x 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: 2016-06-17-5
DIME Test ID: 2016-06-17-5-2
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: 2016-06-22

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/21/2016
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.65965099420Bar 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 6/22/2016 ✔