Test 2017-09-27-1-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 210618
DEA: 06342534
EFIS: 0600000382
COOP: 061616A2
DIST-CO-RTE-PM06-FRE-180-R74.1/R78.6
Work DescriptionCONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location DescriptionFRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
Sample Information
Sample Taken Date9/27/2017 Sample Unique Key1
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 testingNot set
Sample typeQuality Assurance A brief description of the sampleHeaded Rebar
The quantity of what the sample constitutes1 lot of 92 From where was the sample collectedFabricator
First name of sampler or witnessed byStacey Last name of sampler or witnessed byDavis
Title of samplerQAI Laboratory sample identification
The fabricator/manufacturer/facility nameHarris Rebar Nucor Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB362-123-17 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)SE17100746 Head Manufacturer Lot Number(s)3643
Rebar Size#10 Headed Bar Model NameBartec
Size of HeadFull Size - 9x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerDextra America Head FabricatorHarris Rebar
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-09-27-1
DIME Test ID: 2017-09-27-1-3
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: 2017-10-06
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 09/29/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T011.2712424097830Bar 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 09/29/2017