Test 2021-07-09-2-1 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date7/9/2021 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 testing7/16/2021
Sample typeQuality Assurance A brief description of the sampleA615 Grade 75 Threaded Bar
The quantity of what the sample constitutesHeat 100108100 From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Laboratory sample identification
The fabricator/manufacturer/facility nameWilliams Form Engineering Golden, CO Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-032-21 Structure unique identifier
Structure nameRW No 5
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#9
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)100108100
Nut Heat Number(s)8391467 Bar Lot NumberNA
Nut Lot Number9L3D Coupler Heat Number(s)NA
Coupler GradeNA
Test Details
DIME Sample ID: 2021-07-09-2
DIME Test ID: 2021-07-09-2-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2021-07-20
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/20/2021
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.9/29mm1112961861983.14Nut Stipped off need Grip Pull Bar for true Elongationfsaylor

General comments (publicly viewable) (Max 1000 characters): Nut Stipped off need Grip Pull Bar for true Elongation
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 07/20/2021