Test 2021-07-08-3-2 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key3
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 testing7/13/2021
Sample typeQuality Assurance A brief description of the sampleA615 Gr 75 Threaded Bar
The quantity of what the sample constitutesHeat 100210630 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) FormL79-031-21 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 TypePlain 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)100210630
Nut Heat Number(s)5392774 Bar Lot Number
Nut Lot Number8V1D Coupler Heat Number(s)NA
Coupler GradeNA
Test Details
DIME Sample ID: 2021-07-08-3
DIME Test ID: 2021-07-08-3-2
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: 2021-07-13
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/13/2021
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79124115887400A615 Bar and Nutbewing

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

Test was verified on 07/13/2021