Summary for Test 2019-06-21-1-1

Test performed: ASTM A722-15

Project Information

Project IdentifiersProject ID: 213747
DEA: 080Q9104
EFIS: 0800020580
DIST-CO-RTE-PM08-SBD-10-R23.8
Award DateNot set
Closeout DateNot set
Work DescriptionRETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES
QA Service Level1 (Verified on 03/18/2019)

Sample Information

Sample Taken Date06/21/2019 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 testing06/24/2019
Sample typeQuality Assurance A brief description of the sampleATB A722 plus couplers and hardware
The quantity of what the sample constitutes6 bars, 1 coupler, 6 hex nuts From where was the sample collectedFabricator
First name of sampler or witnessed byCarolina Last name of sampler or witnessed byBurgan
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 TestingAuthorization Testing
Threaded Bar SpecificationASTM A722 Threaded Bar Grade150
Threaded Bar Type Rebar Size
Nut Specification for Threaded BarUnknown System ManufacturerUnknown
Epoxy Coating ColorNA Threaded Bar Application
Coating StandardsUncoated Bar Heat Number(s)1000796073, 1000891061, 100891062
Nut Heat Number(s)75072337 (64D1D) Bar Lot NumberUnknown
Nut Lot NumberUnknown Coupler Heat Number(s)C158181 (64U8D)
Coupler GradeUnknown

Test Details

DIME Sample ID: 2019-06-21-1
DIME Test ID: 2019-06-21-1-1
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: 2019-07-03

Test Results


Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/02/2019
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 2 1/2 : 65mmNA4.819156167.00139.35045.5#1 Bar Heat #100891061bewing

General comments (publicly viewable) (Max 1000 characters): #1 Bar Heat #100891061
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 7/3/2019