Summary for Test 2023-05-25-29-1

Test performed: ASTM A370-20

Project Information

Project IdentifiersProject ID: 993493
DEA: 100Q1224
EFIS: 1014000168
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date03/30/2022
Closeout Date04/30/2025
Work DescriptionWIDEN CONCRETE PAVEMENT LANES AND BRIDGES.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 01/10/2022)

Sample Information

Sample Taken Date05/25/2023 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing05/30/2023 Sample typeQuality Assurance
A brief description of the sample Coupon Castings The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byDebbie
Last name of sampler or witnessed byOzuna Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFrazier Frazier
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)51A
Part Number (s)68 27 216 246 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Frazier and Frazier
Prestressing ManufacturerFrazier and Frazier

Test Details

DIME Sample ID: 2023-05-25-29
DIME Test ID: 2023-05-25-29-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A370-20: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Test Release Date: 2023-06-23

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 06/01/2023
UTM: 67kip
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
151A0.5030.19871631591111578.4aauvinen
251A0.5030.19871632431097198.6aauvinen

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

Test was verified on 6/23/2023