Summary for Test 2023-06-08-2-1

Test performed: ASTM A615-20

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/08/2023 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing06/12/2023 Sample typeQuality Assurance
A brief description of the sampleWilliams Thread Bars The quantity of what the sample constitutes585
From where was the sample collectedFabricator First name of sampler or witnessed byBrian
Last name of sampler or witnessed byMurray Title of samplerQA Inspector
Telephone number of sampler2134354055 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNucor Skyline
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL140-074-23
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization 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 ApplicationThreaded Bar
Coating StandardsUncoated Bar Heat Number(s)3700024943
Nut Heat Number(s)n/a Bar Lot Number370002494320
Nut Lot Numbern/a Coupler Heat Number(s)n/a
Coupler Graden/a

Test Details

DIME Sample ID: 2023-06-08-2
DIME Test ID: 2023-06-08-2-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2023-06-21

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: rmacias
Date of test: 06/13/2023
UTM: 400kip
Temperature: 72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.791214729058611.64Tensile ok neckingrmacias

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

Test was verified on 6/21/2023 ✔