Summary for Test 2020-11-24-6-2

Test performed: ASTM A615-15

Project Information

Project IdentifiersProject ID: 214586
DEA: 081H7704
EFIS: 0817000132
DIST-CO-RTE-PM08-SBD-215-4.5/5.8
Award Date06/10/2020
Closeout Date05/26/2022
Work DescriptionINSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL.
Location DescriptionSAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING
QA Service Level1 (Verified on 04/16/2020)

Sample Information

Sample Taken Date11/24/2020 Sample Unique Key6
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 sampleHHN for #8 threaded bar
The quantity of what the sample constitutesN/A From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Telephone number of sampler6466327821
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) FormL134-280-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size#8
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)
Nut Heat Number(s)5390015 Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade

Test Details

DIME Sample ID: 2020-11-24-6
DIME Test ID: 2020-11-24-6-2
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: 2020-12-02

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/02/2020
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79115416890840Nut With Barfsaylor

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

Test was verified on 12/2/2020