Summary for Test 2026-07-06-80-1

Test performed: ASTM A370-20

Project Information

Project IdentifiersProject ID: 1000710
DEA: 100P9244
EFIS: 1023000226
DIST-CO-RTE-PM10-MPA-140-42.0/42.7
Award Date08/22/2025
Closeout DateNot set
Work DescriptionFergusen Slide Rock Avalanche Shed
Location DescriptionMariposa County, along Route 140 in the Merced River canyon, about 8 miles east of Briceburg and 7.6 miles west of El Portal.
QA Service Level1 (Verified on 10/15/2024)

Sample Information

Sample Taken Date07/06/2026 Sample Unique Key80
Date that the sample was received by the laboratory/organization performing the testing07/28/2026 Sample typeQuality Assurance
A brief description of the sample#11 Gr. 80 Rebar The quantity of what the sample constitutes1
From where was the sample collectedJob Site First name of sampler or witnessed byAlexis
Last name of sampler or witnessed byHernandez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameField
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 - Steel Check Sample Plate Heat Number(s)3500045572
Material SpecificationN/A Grade80
Thickness11 ShapeRound
Metal Foundry Manufacturer (Mill)Nucor Plate DimensionNA

Test Details

DIME Sample ID: 2026-07-06-80
DIME Test ID: 2026-07-06-80-1
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: 2026-09-15

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/15/2026
UTM: NA
Temperature: 0 f
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
11350004557200001.568740010970019.13Atlas

General comments (publicly viewable) (Max 1000 characters): Ratio tensile to yield - 1.26 Uniform elongation - 12.38%

Test was verified on 9/15/2026 ✔