Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000710 DEA: 100P9244 EFIS: 1023000226
QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-42.0/42.7
Work Description: Fergusen Slide Rock Avalanche Shed
Location Description: Mariposa County, along Route 140 in the Merced River canyon, about 8 miles east of Briceburg and 7.6 miles west of El Portal.
Contractor Name: Myers and Sons Construction, LLC/Ralph L. Wadsworth
Contractor Address: 2554 Millcreek Drive, Sacramento, CA 95833
Resident Engineer: Jonathan Ngai Structure Rep.: Sai Kasaraneni
DIME Sample ID: 2026-08-21-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 08/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2026
The quantity of what the sample constitutes: 7
A brief description of the sample: 16" dia pipe-12" sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Arctic Pipe Inspection
Heat Number(s): A43410, C48304, MA4207, MA5596, MA5597, S6136
Material Specification: N/A
Grade: Q125
Thickness: 0.656
Shape: round
Metal Foundry Manufacturer (Mill): USS Tubular Products
Plate Dimension: 16" diameter
DIME Test ID: 2026-08-21-5-1
Test Method: ASTM A370-20: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 09/22/2026
Date Tested: 09/22/2026
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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21
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| Sample | Heat Number | Diameter (in) | Area (sqin) | Stress at Offset (psi) | Tensile Strength (psi) | Elongation in 4 x d (%) | Tested By | | 1 | MA4207 | 0.506 | 0.2011 | 150600 | 160000 | 19 | Atlas | | 2 | MA4207 | 0.506 | 0.2011 | 152000 | 159000 | 19 | Atlas | | 3 | MA4207 | 0.505 | 0.2003 | 151800 | 155200 | 19 | Atlas | | 1 | X65320 | 0.504 | 0.1995 | 146700 | 148800 | 18 | Atlas | | 2 | X65320 | 0.506 | 0.2011 | 146700 | 148000 | 17 | Atlas | | 3 | X65320 | 0.503 | 0.1987 | 146400 | 148200 | 17 | Atlas | | 1 | A43410 | 0.504 | 0.1995 | 148700 | 157200 | 20 | Atlas | | 2 | A43410 | 0.503 | 0.1987 | 148300 | 156800 | 21 | Atlas | | 3 | A43410 | 0.504 | 0.1995 | 147100 | 158000 | 20 | Atlas | | 1 | C48304 | 0.504 | 0.1995 | 152600 | 161700 | 20 | Atlas | | 2 | C48304 | 0.503 | 0.1987 | 152100 | 161100 | 21 | Atlas | | 3 | C48304 | 0.504 | 0.1995 | 151800 | 160600 | 21 | Atlas | | 1 | MA5596 | 0.505 | 0.2003 | 152200 | 161900 | 20 | Atlas | | 2 | MA5596 | 0.502 | 0.1979 | 153800 | 163400 | 19 | Atlas | | 3 | MA5596 | 0.502 | 0.1979 | 154200 | 163700 | 20 | Atlas | | 1 | MA5597 | 0.503 | 0.1987 | 151400 | 161700 | 20 | Atlas | | 2 | MA5597 | 0.502 | 0.1979 | 153000 | 162500 | 18 | Atlas | | 3 | MA5597 | 0.502 | 0.1979 | 153100 | 159500 | 19 | Atlas | | 1 | S6136 | 0.503 | 0.1987 | 147300 | 158500 | 19 | Atlas | | 2 | S6136 | 0.503 | 0.1987 | 149600 | 159300 | 20 | Atlas | | 3 | S6136 | 0.503 | 0.1987 | 149400 | 159000 | 18 | Atlas |
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UTM
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NA
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Temperature
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0 f
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