Test 2018-04-04-1-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Sample Information
Sample Taken Date4/4/2018 Sample Unique Key1
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 testing4/5/2018
Sample typeQuality Assurance A brief description of the sampleFriction welded headed rebar
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byGary Last name of sampler or witnessed byMaComb
Title of samplerAssociate Steel Inspector Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberL1003718
Inspector Lot Number from the Transportation Laboratory (TL) FormL10-037-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6503032702 Head Manufacturer Lot Number(s)NF15103495
Rebar Size#8 Headed Bar Model NameHRC Friction welded plate
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeRectanglar Rebar ManufacturerGerdau
Head ManufacturerNucor Head FabricatorNucor
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2018-04-04-1
DIME Test ID: 2018-04-04-1-2
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: 2018-04-13
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 04/05/2018
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797727097810Bar BrokeFred

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 04/06/2018