Summary for Test 2021-07-08-3-2

Test performed: ASTM A615-15

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout Date10/02/2024
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date07/08/2021 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing07/13/2021 Sample typeQuality Assurance
A brief description of the sampleA615 Gr 75 Threaded Bar The quantity of what the sample constitutesHeat 100210630
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 Engineering Golden, CO
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL79-031-21
Structure unique identifier Structure name
Bid ItemNot set

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 BarASTM A108 System ManufacturerWIlliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)100210630
Nut Heat Number(s)5392774 Bar Lot Number
Nut Lot Number8V1D Coupler Heat Number(s)NA
Coupler GradeNA

Test Details

DIME Sample ID: 2021-07-08-3
DIME Test ID: 2021-07-08-3-2
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: 2021-07-13

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/13/2021
UTM: 400kip
Temperature: 72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79124115887400A615 Bar and Nutbewing

General comments (publicly viewable) (Max 1000 characters): A615 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 7/13/2021 ✔