Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000870 DEA: 07369704 EFIS: 0720000023
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-12/13.4
Work Description: CONSTRUCT SOLDIER PILE WALLS, SLOPE PROTECTION, AND DRAINAGE SYSTEMS.
Location Description: VENTURA COUNTY IN SOMIS FROM SAND CANYON ROAD TO 0.1 MILE EAST OF BALCOM CANYON ROAD
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: Unknown
Resident Engineer: Eloy Castillo Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2026-03-03-21
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 03/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/03/2026
The quantity of what the sample constitutes: 200 SY
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 26-0750
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Existing Subgrade (In-place material)
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: CTM 231 test location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-03-03-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/04/2026
Date Tested: 03/03/2026
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Sum of Count or Density
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42804 g/cc
|
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Average of Count or Density
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8561 g/cc
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Sum of Moisture Count
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20749 g/cc
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Average of Moisture Count
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4150 g/cc
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Count Ratio Density
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2.09
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Count Ratio Moisture
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0.2
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Calculated Percent Relative Compaction
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94.6 %
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Reported Percent Relative Compaction
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95 %
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