Summary for Test 2025-06-13-3-1

Test performed: ASTM A370-20

Project Information

Project IdentifiersProject ID: 1000561
DEA: 010J8904
EFIS: 0119000119
DIST-CO-RTE-PM01-HUM-36-3.9/6.0
Award Date12/06/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE.
Location DescriptionHUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD
QA Service Level1 (Verified on 09/23/2024)

Sample Information

Sample Taken Date06/13/2025 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing06/16/2025 Sample typeQuality Assurance
A brief description of the sample(2) #4 A615/A706 Grade 80 Rebar The quantity of what the sample constitutes39,320 lbs. (1,439 lbs. of this rebar)
From where was the sample collectedFabricator First name of sampler or witnessed byDavid
Last name of sampler or witnessed byAlvarez Title of sampler
Telephone number of sampler2094301848 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCamblin Steel
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)3800044383
Material SpecificationN/A Grade80
Thickness4 ShapeRound
Metal Foundry Manufacturer (Mill)Nucor Plate Dimension78

Test Details

DIME Sample ID: 2025-06-13-3
DIME Test ID: 2025-06-13-3-1
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: 2025-06-30

Test Results


Number of Samples: 2
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 06/30/2025
UTM: NA
Temperature: 0 f
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
11380004438300000.208450011400012.13Atlas
22380004438300000.208450011520012.38Atlas

General comments (publicly viewable) (Max 1000 characters): Ratio Tensile/Yield - 1.35, 1.36 Uniform Elong - 11.64, 10.40

Test was verified on 6/30/2025 ✔