Summary for Test 2022-04-11-28-1

Test performed: ASTM A722-18

Project Information

Project IdentifiersProject ID: 214099
DEA: 024F5904
EFIS: 0213000010
DIST-CO-RTE-PM02-TEH-5-R25.4
Award Date07/08/2020
Closeout DateNot set
Work DescriptionBRIDGE SEISMIC RETROFIT AND SCOUR REPAIR.
Location DescriptionTEHAMA COUNTY IN RED BLUFF AT SACRAMENTO RIVER BRIDGE
QA Service Level1 (Verified on 05/07/2019)

Sample Information

Sample Taken Date04/11/2022 Sample Unique Key28
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 testing04/21/2022
Sample typeQuality Assurance A brief description of the sampleA722 Threaded Bar
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form Engineering Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 Type Rebar Size
Nut Specification for Threaded BarA29 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar Application
Coating StandardsUncoated Bar Heat Number(s)100204161
Nut Heat Number(s)74115021 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade

Test Details

DIME Sample ID: 2022-04-11-28
DIME Test ID: 2022-04-11-28-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Test Release Date: 2022-05-02

Test Results


Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/28/2022
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 1/4 : 32mm1002041611.157156977.93146.56054.8A722 Bar and Nutbewing

General comments (publicly viewable) (Max 1000 characters): A722 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 5/2/2022