Test 2016-06-06-8-1 (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 Date6/6/2016 Sample Unique Key8
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 testing6/8/2016
Sample typeQuality Assurance A brief description of the sampleDuctile Iron Casting
The quantity of what the sample constitutes6 From where was the sample collectedSource
First name of sampler or witnessed byDebbie Last name of sampler or witnessed byOzuna
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameFarrar Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)E116, E106, E176
Part Number (s)68 27172 68 04 2532 68 05 144 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Farrar
Prestressing ManufacturerDywidag Systems
Test Details
DIME Sample ID: 2016-06-06-8
DIME Test ID: 2016-06-06-8-1
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: 2016-06-15
Test Results

Number of Samples: 6
Input Type: Calculated
Tester's full name: Arnold
Date of test: 06/13/2016
UTM:67KIP
Temperature:72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1E1160.4990.1956646111142507.1Arnold
2E1160.4990.1956647501149608Arnold
3E1060.4980.1948626681087508.4Arnold
4E1060.49850.1952633851114109.2Arnold
5E1760.49950.196632681128609.3Arnold
6E1760.49850.1952626771112209.2Arnold

General comments (publicly viewable) (Max 1000 characters):
Test Graph

Test was verified on 06/15/2016