Test 2019-12-16-2-3 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 213750
DEA: 120K0224
EFIS: 1214000097
DIST-CO-RTE-PM12-ORA-5-14.5/17.1
Work DescriptionSouth County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
Sample Information
Sample Taken Date12/16/2019 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/20/2019
Sample typeAcceptance A brief description of the sample8 ASTM A615 Grade 75 Bare Threaded Bars
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameWilliams Form Engineering Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-186-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypeDeformed Rebar Size8
Nut Specification for Threaded BarASTM A108 System ManufacturerWilliams Form Engineering
Epoxy Coating ColorNA Threaded Bar ApplicationSoil Nail
Coating StandardsUncoated Bar Heat Number(s)100896013, 100202022
Nut Heat Number(s)8299543 Bar Lot Number10089601320, 10020202220
Nut Lot Number Coupler Heat Number(s)NA
Coupler GradeNA
Test Details
DIME Sample ID: 2019-12-16-2
DIME Test ID: 2019-12-16-2-3
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: 2019-12-30
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 12/30/2019
UTM: 400kip
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1No.8/25mm0.79122580951390A615 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 12/30/2019