Summary for Test 2025-06-13-5-1

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 Key5
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 testing06/16/2025
Sample typeQuality Assurance A brief description of the sample(2) #5 A615/A706 Grade 80 Rebar
The quantity of what the sample constitutes39,320 lbs. (29,029 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)643722
Material SpecificationN/A Grade80
Thickness5 ShapeRound
Metal Foundry Manufacturer (Mill)Evraz Plate Dimension78

Test Details

DIME Sample ID: 2025-06-13-5
DIME Test ID: 2025-06-13-5-1
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
1164372250.318450011870014.88Atlas
2264372250.318450011980013.31Atlas

General comments (publicly viewable) (Max 1000 characters): Ratio Tensile/Yield 1.40, 1.42 Uniform elonn - 10.41, 9.16

Test was verified on 6/30/2025