Test 2020-08-05-1-3 (ASTM A722-15) Summary

Project Information
Project IdentifiersProject ID: 214216
DEA: 071XM404
EFIS: 0719000232
DIST-CO-RTE-PM07-VEN-33-22.16
Work DescriptionThis is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS
Location DescriptionVentura County on Route 33 at PM.22.16.
Sample Information
Sample Taken Date8/5/2020 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing8/7/2020
Sample typeAcceptance A brief description of the sampleASTM A722 All-Thread-Bar 150 KSI
The quantity of what the sample constitutes2 All Thread Bar From where was the sample collectedManufacturer
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 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-173-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade722
Threaded Bar TypePlain Rebar Size#8
Nut Specification for Threaded BarNA System ManufacturerNA
Epoxy Coating ColorGreen Threaded Bar ApplicationThreaded Bar
Coating StandardsASTM A775 epoxy Bar Heat Number(s)62150104
Nut Heat Number(s)NA Bar Lot NumberNA
Nut Lot NumberNA Coupler Heat Number(s)NA
Coupler GradeNA
Test Details
DIME Sample ID: 2020-08-05-1
DIME Test ID: 2020-08-05-1-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Test Release Date: 2020-08-13
Test Results

Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/13/2020
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
11ASTM A722 Type II Deformed Bar 1 : 26mm621501040.85166512.82137.418.13100A722 Barfsaylor

General comments (publicly viewable) (Max 1000 characters): A722 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 08/13/2020