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Sample Record for 2026-03-13-12

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000604 DEA: 07355604 EFIS: 0719000014 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105-R2.0
Work Description: CONSTRUCT A MAINTENANCE EQUIPMENT TRAINING CENTER.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT 0.1 MILE WEST OF ROUTE 105/405 SEPARATION
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Shahnam Shahriari Structure Rep.: Quan Ho

Sample Information

DIME Sample ID: 2026-03-13-12
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: 03/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/13/2026
The quantity of what the sample constitutes: 2130 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 26-0923
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

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: Jobsite
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-03-13-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/16/2026
Date Tested: 03/13/2026
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: Maintenance Equipment Training Center Car Wash Rack Footing
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2074 g/cc
Count or Density 1 1.98 g/cc
Count or Density 2 1.96 g/cc
Count or Density 3 2 g/cc
Standard Count Moisture 648 g/cc
Moisture Count 1 0.13 g/cc
Moisture Count 2 0.12 g/cc
Moisture Count 3 0.14 g/cc
Sum of Count or Density 5.94 g/cc
Average of Count or Density 1.98 g/cc
Sum of Moisture Count 0.39 g/cc
Average of Moisture Count 0.13 g/cc
Calculated Percent Relative Compaction 92.1 %
Reported Percent Relative Compaction 92 %

Test

DIME Test ID: 2026-03-13-12-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/16/2026
Date Tested: 03/13/2026
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: Maintenance Equipment Training Center Car Wash Rack Footing
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.98
Highest adjust wet density 2.15
Relative compaction 92
% Moisture 7 %
Optimum Moisture no data