Test 2019-05-29-1-1 (ASTM A722-15) Summary

Project Information
Project IdentifiersProject ID: 212993
DEA: 033F5304
EFIS: 0313000135
DIST-CO-RTE-PM03-ED-50-67.3
Work DescriptionECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location DescriptionEL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
Sample Information
Sample Taken Date5/29/2019 Sample Unique Key1
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 testing6/11/2019
Sample typeQuality Assurance A brief description of the sampleA722 Threaded Bar
The quantity of what the sample constitutes4 From where was the sample collectedDistributor
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byLorenzo
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameDSI Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL115-095-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade150
Threaded Bar TypePlain Rebar Size
Nut Specification for Threaded BarA519-06 System ManufacturerGerdau
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsUncoated Bar Heat Number(s)6214940103
Nut Heat Number(s)A190307 Bar Lot NumberUnknown
Nut Lot NumberUnknown Coupler Heat Number(s)00A184095
Coupler GradeA519-17
Test Details
DIME Sample ID: 2019-05-29-1
DIME Test ID: 2019-05-29-1-1
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: 2019-06-13
Test Results

Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 06/11/2019
UTM: 2000kip
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 3/4 : 46mmL115-095-192.408161246.06146.23027.4A722 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 06/13/2019