Test 2021-10-05-2-1 (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 Date10/5/2021 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 testing10/12/2021
Sample typeQuality Assurance A brief description of the sample#8 ASTM A615 Grade 75 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 Golden, CO Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-138-21 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/A29/A576 System ManufacturerWilliams Form Engineering CO
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)DL20102007
Nut Heat Number(s)5392774 Bar Lot NumberDL2010200703
Nut Lot Number8V1D Coupler Heat Number(s)NA
Coupler GradeNA
Test Details
DIME Sample ID: 2021-10-05-2
DIME Test ID: 2021-10-05-2-1
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: 2021-10-14
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/13/2021
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79119286862538.81A615 Grip Pullfsaylor

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

Test was verified on 10/14/2021