Test 2019-08-07-4-4 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 212743
DEA: 030H26U4
EFIS: 0317000247
DIST-CO-RTE-PM03-PLA-65-R5.0/R6.6
Work DescriptionNORTHBOUND WIDENING AND RAMP IMPROVEMENTS.
Location DescriptionPLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING
Sample Information
Sample Taken Date8/7/2019 Sample Unique Key4
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 testing8/12/2019
Sample typeQuality Assurance A brief description of the sample#5 T-Head bars
The quantity of what the sample constitutes2 Lots From where was the sample collectedFabricator
First name of sampler or witnessed byHitesh Last name of sampler or witnessed byPatel
Title of samplerQuality Assurance Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL131-181-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4088163 Head Manufacturer Lot Number(s)B1128831
Rebar Size5 Headed Bar Model NameHRC 120
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerUnknown Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2019-08-07-4
DIME Test ID: 2019-08-07-4-4
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: 2019-08-14
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 08/12/2019
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.312910093870Bar 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 08/14/2019