Summary for Test 2019-05-02-1-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 212993
DEA: 033F5304
EFIS: 0313000135
DIST-CO-RTE-PM03-ED-50-67.3
Award Date11/09/2018
Closeout Date09/20/2022
Work DescriptionECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location DescriptionEL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/02/2019 Sample Unique Key1
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 testing05/02/2019
Sample typeQuality Assurance A brief description of the sampleA706 T-headed rebar
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerTET Telephone number of sampler707-310-2029
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB10-136-19 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)3500005660 Head Manufacturer Lot Number(s)9BNX-6R1
Rebar Size9 Headed Bar Model NameBarsplice Buttonhead
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerBarsplice Head FabricatorBarsplice
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-05-02-1
DIME Test ID: 2019-05-02-1-3
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: 2019-05-10

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/03/2019
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T0319625096250Bar 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 5/3/2019