Test 2016-07-13-2-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Sample Information
Sample Taken Date7/13/2016 Sample Unique Key2
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 testing7/15/2016
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 byJames Last name of sampler or witnessed byDoe
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Salinas Transportation Laboratory (TL) NumberC836228
Inspector Lot Number from the Transportation Laboratory (TL) FormB35807316 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)SE15105047 Head Manufacturer Lot Number(s)MM12101622
Rebar Size#8 Headed Bar Model NameBartec
Size of HeadReduced Size - 4x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerDextra Head FabricatorDextra America
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-07-13-2
DIME Test ID: 2016-07-13-2-3
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: 2016-07-19
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 07/18/2016
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T-020.797281092160Bar 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 07/19/2016