Test 2020-08-05-10-1 (ASTM A615-15) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date8/5/2020 Sample Unique Key10
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 testing8/7/2020
Sample typeVerification A brief description of the sample10 Rebar
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byN Last name of sampler or witnessed byMclean
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) NumberC858377
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Threaded Bar Production or Authorization TestingAuthorization Testing
Threaded Bar SpecificationASTM A706 Threaded Bar Grade60
Threaded Bar Type Rebar Size#10
Nut Specification for Threaded BarUnknown System ManufacturerUnkown
Epoxy Coating ColorNA Threaded Bar Application
Coating StandardsUncoated Bar Heat Number(s)
Nut Heat Number(s) Bar Lot Number
Nut Lot Number Coupler Heat Number(s)
Coupler Grade
Test Details
DIME Sample ID: 2020-08-05-10
DIME Test ID: 2020-08-05-10-1
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: 2020-08-07
Test Results

Number of Samples: 2
Input Type: Measured
Tester's full name: She Vang
Date of test: 08/07/2020
UTM: 400KIP
Temperature:72 f
NumSampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1110Not Available1.27980906538018.562 samples providedFred Saylor
2210Not Available1.27978966397117.412 samples providedFred Saylor

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Test was verified on 08/07/2020