Summary for Test 2020-10-06-1-3

Test performed: ASTM A722-15

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 Date10/06/2020 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 testing10/09/2020
Sample typeQuality Assurance A brief description of the sampleMicro Pile All Thread Bar
The quantity of what the sample constitutes1 Lot From where was the sample collectedSource
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Telephone number of sampler310 883 8369
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form Engineering San Diego Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-056-20 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 TypeDeformed Rebar Size#10
Nut Specification for Threaded BarA29 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationThreaded Bar
Coating StandardsUncoated Bar Heat Number(s)62150556
Nut Heat Number(s)75075291 Code 32U5D Bar Lot Number1
Nut Lot Number1 Coupler Heat Number(s)100102769 Code 32M6D
Coupler Grade150 ksi

Test Details

DIME Sample ID: 2020-10-06-1
DIME Test ID: 2020-10-06-1-3
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: 2020-10-14

Test Results


Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/13/2020
UTM: 2000kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
13ASTM A722 Type II Deformed Bar 1 1/4 : 32mm621505561.25175296.29144.967.5100A722 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 10/14/2020