Test 2020-06-18-12-1 (ASTM A370-15) 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 Date6/18/2020 Sample Unique Key12
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 testing6/22/2020
Sample typeQuality Assurance A brief description of the sampleCoupon Casting
The quantity of what the sample constitutes2 From where was the sample collectedDistributor
First name of sampler or witnessed byDebbie Last name of sampler or witnessed byOzuna
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameDSI Farrar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)E190
Part Number (s)68 27 172 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Farrar Corporation
Prestressing ManufacturerDSI
Test Details
DIME Sample ID: 2020-06-18-12
DIME Test ID: 2020-06-18-12-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Test Release Date: 2020-06-25
Test Results

Number of Samples: 2
Input Type: Calculated
Tester's full name: fsaylor
Date of test: 06/24/2020
UTM:67kip
Temperature:72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1E1900.50.19635620201070627.3fsaylor
2E1900.50.19635620451070418.8fsaylor

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Test Graph

Test was verified on 06/25/2020