Test 2020-11-20-3-10 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
Sample Information
Sample Taken Date11/20/2020 Sample Unique Key3
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 testing11/30/2020
Sample typeQuality Assurance A brief description of the sample#8 Thread Bar
The quantity of what the sample constitutes456 ea. From where was the sample collectedSource
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byClifford
Title of samplerQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameNucor Skyline Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL78-109-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade80
Threaded Bar TypeDeformed Rebar Size#8
Nut Specification for Threaded BarASTM A29 System ManufacturerNucor
Epoxy Coating ColorNA Threaded Bar Application
Coating StandardsUncoated Bar Heat Number(s)3700015150, 3700015151, 3700015152, BR1910025
Nut Heat Number(s)8391409, 8391106 Bar Lot NumberN/A
Nut Lot Number5382, 5421, 5429 Coupler Heat Number(s)N/A
Coupler GradeN/A
Test Details
DIME Sample ID: 2020-11-20-3
DIME Test ID: 2020-11-20-3-10
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2020-12-08
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/07/2020
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.791239499502115.28Bar 3700015150fsaylor

General comments (publicly viewable) (Max 1000 characters): Bar 3700015150
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 12/08/2020