Test 2017-05-18-1-1 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 211854
DEA: 043G0804
EFIS: 0400021272
DIST-CO-RTE-PM04-SON-1-30.5
Work DescriptionCONSTRUCT ROADWAY AND SOIL NAIL WALLS
Location DescriptionSONOMA COUNTY NEAR FORT ROSS AT 2.6 MILES SOUTH OF FORT ROSS ROAD
Sample Information
Sample Taken Date5/18/2017 Sample Unique Key1
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 testingNot set
Sample typeQuality Assurance A brief description of the sampleNo 8 Gr 75 epoxy coupler
The quantity of what the sample constitutesunknown From where was the sample collectedManufacturer
First name of sampler or witnessed byKen Last name of sampler or witnessed byVarela
Title of samplerAssociate Steel Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameWilliams Form Eng Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL0805117 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingProduction Testing
Threaded Bar SpecificationASTM A615 Threaded Bar Grade75
Threaded Bar TypePlain Rebar Size8
Nut Specification for Threaded Barunknown System ManufacturerWilliams Form Eng
Epoxy Coating ColorPurple Threaded Bar ApplicationThreaded Bar
Coating StandardsASTM A934 epoxy Bar Heat Number(s)N/A
Nut Heat Number(s)N/A Bar Lot NumberN/A
Nut Lot NumberN/A Coupler Heat Number(s)395989
Coupler Grade75
Test Details
DIME Sample ID: 2017-05-18-1
DIME Test ID: 2017-05-18-1-1
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: 2017-05-31
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/24/2017
UTM: 400KIP
Temperature:72 F
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
11#8 Bar and Nut and Coupler #8N8DL080.79122614963220Coupler #8N8DBrian

General comments (publicly viewable) (Max 250 characters): Coupler #8N8D
Test Graph
Source: Partner Data Point File

Test was verified on 05/24/2017