Summary for Test 2018-10-26-4-1

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 Date10/26/2018 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing10/26/2018 Sample typePer Request
A brief description of the sample3" x 8" Coupon The quantity of what the sample constitutes1
From where was the sample collectedJob Site First name of sampler or witnessed byJoshua
Last name of sampler or witnessed byMoore Title of samplerUnknown
Telephone number of sampler(530)329-6527 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
Bid ItemNot set

Material Information

Material TypeSMTL TM6 - Steel Check Sample Plate Heat Number(s)Unknown
Material SpecificationA709 GradeUnknown
Thickness0.3125 ShapeRectangle
Metal Foundry Manufacturer (Mill)Unknown Plate DimensionUnknown

Test Details

DIME Sample ID: 2018-10-26-4
DIME Test ID: 2018-10-26-4-1
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 - Flat Sample)
Test Release Date: 2018-11-09

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: Fred
Date of test: 10/31/2018
UTM: 67KIP
Temperature: 72 F
NumSampleHeat NumberWidth (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Total Elongation (%)Tested By
1N/A0.5010.1754372105999439.2Fred
2N/A0.5050.1768376375961538.1Fred

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

Test was verified on 11/2/2018 ✔