Summary for Test 2015-11-03-4-2

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Award Date09/02/2011
Closeout DateNot set
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
QA Service Level1 (Verified on 06/03/2013)

Sample Information

Sample Taken Date11/03/2015 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing11/09/2015 Sample typeQuality Assurance
A brief description of the samplecasting The quantity of what the sample constitutes4
From where was the sample collectedFabricator 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 nameDSI
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)J215 J065
Part Number (s)6819172 6827172 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Farrar
Prestressing ManufacturerDSI

Test Details

DIME Sample ID: 2015-11-03-4
DIME Test ID: 2015-11-03-4-2
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: 2015-11-17

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: Dave
Date of test: 11/12/2015
UTM: 67KIP
Temperature: 70 f
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1J0650.4970.194610951045907.7Dave
2J0650.4970.194611261063808.9Dave

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

Test was verified on 11/17/2015 ✔