Test 2021-07-08-4-2 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
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 Date7/8/2021 Sample Unique Key4
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 testing7/13/2021
Sample typeQuality Assurance A brief description of the sampleA615 Gr80
The quantity of what the sample constitutes35000 lbs 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 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL78-054-21 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 BarN/A System ManufacturerNucor Skyline
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)3700019312, 3700019313, 3700019310, 370001930
Nut Heat Number(s)N/A Bar Lot NumberN/A
Nut Lot NumberN/A Coupler Heat Number(s)N/A
Coupler GradeN/A
Test Details
DIME Sample ID: 2021-07-08-4
DIME Test ID: 2021-07-08-4-2
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: 2021-07-14
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/14/2021
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79121394901420A615 Bar Red Paintbewing

General comments (publicly viewable) (Max 1000 characters): A615 Bar Red Paint
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.

Test was verified on 07/14/2021