Test 2018-05-30-1-2 (ASTM A722-15) Summary

Project Information
Project IdentifiersProject ID: 212247
DEA: 010G8004
EFIS: 0117000061
MINOR: 01A1727
DIST-CO-RTE-PM01-MEN-1-78.0/83.5
Work DescriptionMajor Damage Restoration
Location DescriptionIn Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
Sample Information
Sample Taken Date5/30/2018 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 testing6/4/2018
Sample typeQuality Assurance A brief description of the sample1 3/8 threadbar / nut
The quantity of what the sample constitutes1 lot From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byJohnston
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameDSI Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL53-036-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade150
Threaded Bar Type Rebar Size
Nut Specification for Threaded Bar1035 System ManufacturerDSI
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsUncoated Bar Heat Number(s)6214344804
Nut Heat Number(s)62142381 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade
Test Details
DIME Sample ID: 2018-05-30-1
DIME Test ID: 2018-05-30-1-2
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: 2018-06-13
Test Results

Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/06/2018
UTM: 400KIP
Temperature:72 F
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
12A722 DSI 1.375\" Threaded Bar & NutL53036181.581593731392848.60A722 Bar & NutFred

General comments (publicly viewable) (Max 1000 characters): A722 Bar & Nut
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 06/06/2018