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Sample Record for 2025-06-18-71

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

Project Information

Project ID: 995129 DEA: 07346204 EFIS: 0718000072 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-2,23,101-Var
Work Description: UPGRADE AND INSTALL NEW TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS.
Location Description: LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: SELECT ELECTRIC, INC.
Contractor Address: Unknown
Resident Engineer: JOSEPH SOLAIMAN TEHRANI Structure Rep.: Aziz Maghsoudloo

Sample Information

DIME Sample ID: 2025-06-18-71
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: 06/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2025
The quantity of what the sample constitutes: 132 sy
A brief description of the sample: Location50-23 Fwy SB Sta. 305+91-306+90
From where was the sample collected: Job Site
Laboratory sample identification: 25-2028
Structure unique identifier:
Structure name: Location50-23 Fwy SB Sta. 305+91-306+90
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample: various location sugrade
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-06-18-71-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/25/2025
Date Tested: 06/25/2025
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:
Additional Comments When Verified:
Standard Count Density 2130 g/cc
Count or Density 1 1.56 g/cc
Count or Density 2 1.39 g/cc
Count or Density 3 1.52 g/cc
Standard Count Moisture 642 g/cc
Moisture Count 1 0.27 g/cc
Moisture Count 2 0.25 g/cc
Moisture Count 3 0.28 g/cc
Sum of Count or Density 4.47 g/cc
Average of Count or Density 1.49 g/cc
Sum of Moisture Count 0.8 g/cc
Average of Moisture Count 0.27 g/cc
Calculated Percent Relative Compaction 97.4 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2025-06-18-71-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/25/2025
Date Tested: 06/25/2025
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:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.49
Highest adjust wet density 1.53
Relative compaction 97
% Moisture 21.8 %
Optimum Moisture 21.8 %