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Sample Record for 2025-08-12-15

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Project Information

Project ID: 995206 DEA: 07354804 EFIS: 0718000356 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5808-
Work Description: BUILDING WORK.
Location Description: LOS ANGELES COUNTY IN CULVER CITY AT THE CULVER CITY MAINTENANCE STATION AT 5650 SELMARAINE DRIVE
Contractor Name: MERCER FRASER COMPANY
Contractor Address: Unknown
Resident Engineer: Hakim Sheik Structure Rep.: Frank Lotfi

Sample Information

DIME Sample ID: 2025-08-12-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 08/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2025
The quantity of what the sample constitutes: 3420 sqft
A brief description of the sample: Native Material - Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-2665
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: On-Site

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 locations
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2025-08-12-15-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/12/2025
Date Tested: 08/12/2025
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.87
Highest adjust wet density 2.12
Relative compaction 88
% Moisture 22.2 %
Optimum Moisture 14.2 %

Test 2 of 2

DIME Test ID: 2025-08-12-15-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/12/2025
Date Tested: 08/12/2025
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 2080 g/cc
Count or Density 1 1.89 g/cc
Count or Density 2 1.85 g/cc
Count or Density 3 1.87 g/cc
Standard Count Moisture 591 g/cc
Moisture Count 1 0.33 g/cc
Moisture Count 2 0.35 g/cc
Moisture Count 3 0.34 g/cc
Sum of Count or Density 5.61 g/cc
Average of Count or Density 1.87 g/cc
Sum of Moisture Count 1.02 g/cc
Average of Moisture Count 0.34 g/cc
Calculated Percent Relative Compaction 88.2 %
Reported Percent Relative Compaction 88 %