Summary for Test 2025-06-03-16-1

Test performed: ASTM A370-20

Project Information

Project IdentifiersProject ID: 1000272
DEA: 100V4804
EFIS: 1013000264
DIST-CO-RTE-PM10-CAL-26-21.8/30.3
Award Date09/09/2024
Closeout Date08/20/2026
Work DescriptionSLOPE STABILIZATION AND CONSTRUCT RETAINING WALL.
Location DescriptionCALAVERAS COUNTY NEAR MOKELUMNE HILL AT VARIOUS LOCATIONS FROM 3.6 MILES EAST OF ROUTE 49 TO 0.9 MILE WEST OF WOODHOUSE MINE ROAD
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date06/03/2025 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing06/04/2025 Sample typeQuality Assurance
A brief description of the sample#5 ASTM A706 GR 80 Bar The quantity of what the sample constitutes7603 LBS
From where was the sample collectedFabricator First name of sampler or witnessed byJoseph
Last name of sampler or witnessed byBuckley Title of samplerQA Inspector
Telephone number of sampler9167163405 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePrecast Unlimited Inc.
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)4147233
Material SpecificationN/A Grade80
Thickness5 Shaperound
Metal Foundry Manufacturer (Mill)Cascade Oregon Plate Dimension72

Test Details

DIME Sample ID: 2025-06-03-16
DIME Test ID: 2025-06-03-16-1
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: 2025-06-10

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 06/10/2025
UTM: NA
Temperature: 0 f
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1141472335.0318450011020016.59Atlas

General comments (publicly viewable) (Max 1000 characters): Ratio Tensile / Yield - 1.30, 1.30. Uniform Elongation - 8.84, 8.95.

Test was verified on 6/10/2025 ✔