Test 2020-05-20-9-1 (ASTM A370-15) Summary

Project Information
Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Sample Information
Sample Taken Date5/20/2020 Sample Unique Key9
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 testing5/26/2020
Sample typeQuality Assurance A brief description of the sampleCoupon Casting
The quantity of what the sample constitutes4 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)D080, B250, C110, C040
Part Number (s)68 04 2532 68 31 172 68 07 1532 68 05 144 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Farrar Corporation
Prestressing ManufacturerDSI
Test Details
DIME Sample ID: 2020-05-20-9
DIME Test ID: 2020-05-20-9-1
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: 2020-05-29
Test Results

Number of Samples: 8
Input Type: Calculated
Tester's full name: fsaylor
Date of test: 05/28/2020
UTM:67kip
Temperature:72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1D0800.5020.19792643551134457.3fsaylor
2D0800.5020.19792637851112427.3fsaylor
3B2500.5020.19792641801111367.2fsaylor
4B2500.5020.19792640431113327.2fsaylor
5C1100.5020.19792642991142047.8fsaylor
6C1100.5020.19792642681142687.9fsaylor
7C0400.5020.19792617911031517.1fsaylor
8C0400.5020.19792614411035197fsaylor

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Test Graph

Test was verified on 05/29/2020