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Sample Record for 2025-12-02-13

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Project Information

Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-
Work Description: Retaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location Description: Route 150 in Santa Paula.
Contractor Name: R&R Demo and Grading
Contractor Address: 21777 VENTURA BLVD SUITE 245, WOODLAND HILLS, CA 91364
Resident Engineer: Joseph Tehrani Structure Rep.: Waheed Mirpoor

Sample Information

DIME Sample ID: 2025-12-02-13
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: 12/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2025
The quantity of what the sample constitutes: 124 CY
A brief description of the sample: Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 25-3782
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Structure Backfill

Material Information

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:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-12-02-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/03/2025
Date Tested: 12/02/2025
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:
Sum of Count or Density 862 g/cc
Average of Count or Density 287 g/cc
Sum of Moisture Count 629 g/cc
Average of Moisture Count 210 g/cc
Count Ratio Density 2.1
Count Ratio Moisture 0.25
Calculated Percent Relative Compaction 97.7 %
Reported Percent Relative Compaction 98 %