Test 2019-07-23-2-3 (ASTM A722-15) Summary

Project Information
Project IdentifiersProject ID: 213595
DEA: 044G8804
EFIS: 0413000058
DIST-CO-RTE-PM04-ALA-880-10.7
Work DescriptionSEISMIC RETROFIT , REPLACE APPROACH SLABS AND EROSION CONTROL
Location DescriptionALAMEDA COUNTY IN FREMONT AT CRANDALL CREEK BRIDGE.
Sample Information
Sample Taken Date7/23/2019 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 testing7/26/2019
Sample typeQuality Assurance A brief description of the sample2 1/4" threaded bar
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byRaymond Last name of sampler or witnessed byAludino
Title of sampler Laboratory sample identification
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 BarASTM A29/A576 System ManufacturerNucor
Epoxy Coating ColorNA Threaded Bar Application
Coating StandardsUncoated Bar Heat Number(s)100894503
Nut Heat Number(s)L9135 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)MM19101079
Coupler GradeASTM A29
Test Details
DIME Sample ID: 2019-07-23-2
DIME Test ID: 2019-07-23-2-3
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: 2019-07-30
Test Results

Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/30/2019
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 2 1/4 : 57mmNA4.08156329.53140.486.67100A722 Bar & Nutbewing

General comments (publicly viewable) (Max 1000 characters): A722 Bar & 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 07/30/2019