Test 2020-11-24-4-2 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 214586
DEA: 081H7704
EFIS: 0817000132
DIST-CO-RTE-PM08-SBD-215-4.5/5.8
Work DescriptionINSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL.
Location DescriptionSAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING
Sample Information
Sample Taken Date11/24/2020 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 testing11/30/2020
Sample typeQuality Assurance A brief description of the sample#8 threaded bar
The quantity of what the sample constitutesN/A From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameWilliams Form Engineering Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-278-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#8
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)100206029
Nut Heat Number(s) Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade
Test Details
DIME Sample ID: 2020-11-24-4
DIME Test ID: 2020-11-24-4-2
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: 2020-12-02
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/02/2020
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79120392883970A615 Barfsaylor

General comments (publicly viewable) (Max 1000 characters): A615 Bar
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 12/02/2020