Test 2019-04-24-4-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 212993
DEA: 033F5304
EFIS: 0313000135
DIST-CO-RTE-PM03-ED-50-67.3
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
Sample Information
Sample Taken Date4/24/2019 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing4/25/2019
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 Laboratory sample identification
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB10-130-19 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)3500005226 Head Manufacturer Lot Number(s)7BNX-6W1
Rebar Size7 Headed Bar Model NameButtonhead 10AB
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerBarsplice Head FabricatorBarsplice
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2019-04-24-4
DIME Test ID: 2019-04-24-4-3
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: 2019-05-06
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/26/2019
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T020.65936098930Bar 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 04/29/2019