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Sample Record for 2025-06-09-13

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

Project Information

Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0/14.1
Work Description: CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING
Contractor Name: WESTCOAST PUBLIC WORKS, INC.
Contractor Address: Unknown
Resident Engineer: Jeffrey Townsend Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-09-13
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: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2025
The quantity of what the sample constitutes: 146 sy
A brief description of the sample: NB710 @ Wardlow OC Slope paving section
From where was the sample collected: Job Site
Laboratory sample identification: 25-1887
Structure unique identifier:
Structure name: NB710 @ Wardlow OC Slope paving section
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: 2025-06-09-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/10/2025
Date Tested: 06/10/2025
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 2142 g/cc
Count or Density 1 1.78 g/cc
Count or Density 2 1.97 g/cc
Count or Density 3 1.88 g/cc
Standard Count Moisture 650 g/cc
Moisture Count 1 0.18 g/cc
Moisture Count 2 0.27 g/cc
Moisture Count 3 0.2 g/cc
Sum of Count or Density 5.63 g/cc
Average of Count or Density 1.88 g/cc
Sum of Moisture Count 0.65 g/cc
Average of Moisture Count 0.22 g/cc
Calculated Percent Relative Compaction 91.1 %
Reported Percent Relative Compaction 91 %

Test 2 of 2

DIME Test ID: 2025-06-09-13-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/10/2025
Date Tested: 06/10/2025
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 1.88
Highest adjust wet density 2.06
Relative compaction 91
% Moisture 13.1 %
Optimum Moisture 13.1 %