Test 2021-09-13-1-2 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 215109
DEA: 081C8504
EFIS: 0813000047
DIST-CO-RTE-PM08-RIV-74-0.0/5.8
Work DescriptionROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Sample Information
Sample Taken Date9/13/2021 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 testing9/20/2021
Sample typeVerification A brief description of the sample#8 Grade 75 All Thread Bar
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameWilliams Form Engineering San Diego Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-133-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypePlain Rebar Size#8
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering San Diego
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsASTM A123 galvanized Bar Heat Number(s)100108552
Nut Heat Number(s)8391581 Bar Lot Number10010855221
Nut Lot Number8U3D Coupler Heat Number(s)A186720
Coupler Grade1215
Test Details
DIME Sample ID: 2021-09-13-1
DIME Test ID: 2021-09-13-1-2
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: 2021-09-27
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/27/2021
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79123145110849-100Grip pull Coupler Broke in Halffsaylor

General comments (publicly viewable) (Max 1000 characters): Grip pull Coupler Broke in Half
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 09/27/2021