Summary for Test 2020-04-30-1-1

Test performed: ASTM A615-15

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout DateNot set
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date04/30/2020 Sample Unique Key1
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 testing05/04/2020
Sample typeQuality Assurance A brief description of the sampleGalvanized Soil Nail Threaded Bar
The quantity of what the sample constitutesOne Lot of 115 Bars From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Telephone number of sampler310-883-8369
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWilliams Form San Diego Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-024-20 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 TypePlain Rebar Size#8
Nut Specification for Threaded BarA108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsASTM A153 galvanized Bar Heat Number(s)100892227
Nut Heat Number(s)8299543, CODE 8T1D Bar Lot Number1
Nut Lot Number1 Coupler Heat Number(s)NA
Coupler GradeNA

Test Details

DIME Sample ID: 2020-04-30-1
DIME Test ID: 2020-04-30-1-1
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: 2020-05-05

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/05/2020
UTM: 400kip
Temperature: 72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79122439960397.19A615 Threaded Bar and Nutbewing

General comments (publicly viewable) (Max 1000 characters): A615 Threaded Bar and 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 5/5/2020