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: 2026-05-08-25
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: 05/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2026
The quantity of what the sample constitutes: 133 SY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 26-1681
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Import - Moorpark Quarry #4425
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: 2026-05-08-25-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/12/2026
Date Tested: 05/08/2026
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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18108 g/cc
|
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Average of Count or Density
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6036 g/cc
|
|
Sum of Moisture Count
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1023 g/cc
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Average of Moisture Count
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341 g/cc
|
|
Count Ratio Density
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2.05
|
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Count Ratio Moisture
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0.25
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Calculated Percent Relative Compaction
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96.2 %
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Reported Percent Relative Compaction
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96 %
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