Summary for Test 2018-09-19-8-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 213491
DEA: 031H6104
EFIS: 0316000190
DIST-CO-RTE-PM03---
Award DateNot set
Closeout DateNot set
Work DescriptionMETS is performing preliminary field investigation and testing to help design choose a retrofitting plan for the Sacramento West End Viaduct.
Location DescriptionNot set
QA Service Level1 (Verified on 11/22/2019)

Sample Information

Sample Taken Date09/19/2018 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 testing09/19/2018
Sample typePer Request A brief description of the sampleSteel Check Sample
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed byMullins
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameUnknown 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 - Steel Check Sample Plate Heat Number(s)Unknown
Material SpecificationA709 GradeUnknown
Thickness1" ShapeRectangle Round
Metal Foundry Manufacturer (Mill)Unknown Plate DimensionUnknown

Test Details

DIME Sample ID: 2018-09-19-8
DIME Test ID: 2018-09-19-8-1
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: 2018-10-03

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: Brian
Date of test: 09/24/2018
UTM:67KIP
Temperature:72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1NA0.5030.1987458427765030.5Brian
2NA0.5020.1979442307709031.2Brian

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

Test was verified on 9/26/2018