Summary for Test 2024-07-23-33-3

Test performed: ASTM A615-20

Project Information

Project IdentifiersProject ID: 995202
DEA: 033H6104
EFIS: 0318000019
DIST-CO-RTE-PM03-PLA-80-42.7/49.3
Award Date02/15/2024
Closeout DateNot set
Work DescriptionRDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL SOLDIER PILE, MOD LTG SYSTEM
Location DescriptionPLACER COUNTY ABOUT 9.4 MILES NORTH OF COLFAX FROM 0.5 MILE WEST OF MONTE VISTA OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING
QA Service Level1 (Verified on 11/13/2023)

Sample Information

Sample Taken Date07/23/2024 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing07/26/2024 Sample typeQuality Assurance
A brief description of the sample#9 x 5' The quantity of what the sample constitutes3
From where was the sample collectedManufacturer First name of sampler or witnessed byLorenzo
Last name of sampler or witnessed byGarcia Title of samplerQuality Assurance Inspector
Telephone number of sampler7029172503 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDywidag Systems International
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL115-106-24
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 TypeDeformed Rebar Size#9
Nut Specification for Threaded BarASTM A897 System ManufacturerFarrar Corporation
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)58057257/58057266
Nut Heat Number(s)L193 Bar Lot Number58057257/05 - 58057266/02
Nut Lot NumberL193 Coupler Heat Number(s)N/A
Coupler GradeN/A

Test Details

DIME Sample ID: 2024-07-23-33
DIME Test ID: 2024-07-23-33-3
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: 2024-07-31

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 07/29/2024
UTM: 400kip
Temperature: 72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.9/29mm11152568114912.49A615 Bar and Nut aauvinen

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 7/31/2024 ✔