Summary for Test 2019-09-27-14-3

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 Date09/27/2019 Sample Unique Key14
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 testing10/03/2019
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 byNA Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Dextra Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)426617 Head Manufacturer Lot Number(s)5015
Rebar Size9 Headed Bar Model NameDextra Large Anchor Plates
Size of HeadReduced Size - 4x 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: 2019-09-27-14
DIME Test ID: 2019-09-27-14-3
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: 2019-10-04

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/03/2019
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.5615425798883Bar Broke, Ok Neckingbewing

General comments (publicly viewable) (Max 1000 characters): Bar Broke, Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 10/4/2019