Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001669 DEA: 09379004 EFIS: 0919000004
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R65.0/76.0
Work Description: FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS.
Location Description: INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE
Contractor Name: ROAD AND HIGHWAY BUILDERS LLC
Contractor Address: 950 E MUSTANG RD, SPARKS NV 89434
Resident Engineer: Garrett Rottner Structure Rep.: Unknown
DIME Sample ID: 2026-06-02-56
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Per Request
Type of Material: Soil
Sample Taken Date: 06/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2026
The quantity of what the sample constitutes: Dig Outs
A brief description of the sample: Subgrade Native Soil
From where was the sample collected: Job Site
Laboratory sample identification: SG-01
Structure unique identifier:
Structure name: Hwy 395 / Manzanar
The fabricator/manufacturer/facility name: Hwy 395 Dig Out Area
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Hwy 395 SB #2 lane Failing Area near Manzanar
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-06-02-56-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/05/2026
Date Tested: 06/05/2026
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: Subgrade on Hwy 395
Test Result Compliance:
Additional Comments When Verified:
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Plastic Index(PI)
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17
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Liquid Limit (LL)
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27.1 %
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Plastic Limit (PL)
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10.3 %
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