Test 2020-08-28-2-2 (ASTM A722-15) Summary

Project Information
Project IdentifiersProject ID: 214511
DEA: 010E0004
EFIS: 0113000091
DIST-CO-RTE-PM01-HUM-101-84.4/84.8
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
Sample Information
Sample Taken Date8/28/2020 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 testing8/31/2020
Sample typeQuality Assurance A brief description of the sample1 3/8" threaded rod with HHN
The quantity of what the sample constitutes15 From where was the sample collectedManufacturer
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-SD Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-182-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade18
Threaded Bar TypePlain Rebar Size#11
Nut Specification for Threaded BarASTM A 29 System ManufacturerSchwager Davis
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsUncoated Bar Heat Number(s)62151303-04
Nut Heat Number(s)74116251 Bar Lot NumberN/A
Nut Lot Number36E3D Coupler Heat Number(s)N/A
Coupler GradeN/A
Test Details
DIME Sample ID: 2020-08-28-2
DIME Test ID: 2020-08-28-2-2
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: 2020-09-02
Test Results

Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 09/02/2020
UTM: 2000kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
12ASTM A722 Type II Deformed Bar 1 3/8 : 36mm11.58166124.73139.064.550A722 Threaded Bar and Nutbewing

General comments (publicly viewable) (Max 1000 characters): A722 Threaded 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 09/02/2020