Print Report | Back to Sample Detail

Sample Record for 2024-12-24-5

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

Project Information

Project ID: 1000208 DEA: 07346004 EFIS: 0718000070 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-11.0/23.5
Work Description: CONSTRUCT MVPS, PAVE BEYOND THE GORE, INSTALL GATES & CABLE RAILING.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM NORTH OF VINELAND AVENUE TO NORTH OF WINNETKA AVENUE
Contractor Name: YAKAR
Contractor Address: Unknown
Resident Engineer: VLADIMIR GURFINKEL Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-12-24-5
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: 12/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/24/2024
The quantity of what the sample constitutes: 133 sy
A brief description of the sample: NB Balboa off-ramp Location 39 19+13 to 19+98
From where was the sample collected: Job Site
Laboratory sample identification: 24-3987
Structure unique identifier:
Structure name: NB Balboa off-ramp Location 39 19+13 to 19+98
The fabricator/manufacturer/facility name: Contractor

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2024-12-24-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/05/2025
Date Tested: 12/24/2024
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: Notified inspector Sam Manila of result
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2152 g/cc
Count or Density 1 1.81 g/cc
Count or Density 2 1.81 g/cc
Count or Density 3 1.81 g/cc
Standard Count Moisture 621 g/cc
Moisture Count 1 0.15 g/cc
Moisture Count 2 0.14 g/cc
Moisture Count 3 0.15 g/cc
Sum of Count or Density 5.43 g/cc
Average of Count or Density 1.81 g/cc
Sum of Moisture Count 0.44 g/cc
Average of Moisture Count 0.15 g/cc
Calculated Percent Relative Compaction 88.7 %
Reported Percent Relative Compaction 88 %

Test 2 of 2

DIME Test ID: 2024-12-24-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/05/2025
Date Tested: 12/24/2024
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: Notified inspector Sam Manila of result
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.79
Highest adjust wet density 2.04
Relative compaction 88
% Moisture 9.1 %
Optimum Moisture 11.1 %