Summary for Test 2016-06-21-4-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 208967
DEA: 110223U4
EFIS: 1112000102
DIST-CO-RTE-PM11-SD-5,89-R29.1/R30.5
Award Date12/18/2014
Closeout Date02/04/2022
Work DescriptionREPLACE AND WIDEN BRIDGE, RECONSTRUCT RAMPS AND INTERSECTION.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE SOUTH OF GENESEE AVENUE OVERCROSSING TO SORRENTO VIADUCT
QA Service Level1 (Verified on 01/21/2015)

Sample Information

Sample Taken Date06/21/2016 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing06/23/2016 Sample typeQuality Assurance
A brief description of the sampleDuctile Iron Casting The quantity of what the sample constitutes2
From where was the sample collectedSource First name of sampler or witnessed byDebbie
Last name of sampler or witnessed byOzuna Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameBremen Casting
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)05266
Part Number (s)68 27 216 246 Material SpecificationA536
Grades65-45-12 Metal Foundry Manufacturer (Mill)Bremen Castings
Prestressing ManufacturerDywidag Systems

Test Details

DIME Sample ID: 2016-06-21-4
DIME Test ID: 2016-06-21-4-1
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: 2016-06-28

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: Arnold
Date of test: 06/28/2016
UTM: 67KIP
Temperature: 71 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1052660.4980.194848689783409.6Arnold
2052660.49850.195247706765709.6Arnold

General comments (publicly viewable) (Max 1000 characters): Samples FAIL - Low Elongation
Test Graph

Test was verified on 6/28/2016 ✔