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Sample Record for 2025-06-05-1

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: 2025-06-05-1
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: 06/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2025
The quantity of what the sample constitutes: 1998 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-1822
Structure unique identifier:
Structure name:
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:
A detailed description of where the material sample was collected: Various locations
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: 2025-06-05-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/05/2025
Date Tested: 06/05/2025
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: NB Rte. 710 @ Wardlow OC Slope Paving Section under Bridge Structure
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2226 g/cc
Count or Density 1 1.95 g/cc
Count or Density 2 1.98 g/cc
Count or Density 3 1.95 g/cc
Standard Count Moisture 650 g/cc
Moisture Count 1 0.08 g/cc
Moisture Count 2 0.08 g/cc
Moisture Count 3 0.1 g/cc
Sum of Count or Density 5.88 g/cc
Average of Count or Density 1.96 g/cc
Sum of Moisture Count 0.26 g/cc
Average of Moisture Count 0.09 g/cc
Calculated Percent Relative Compaction 89.5 %
Reported Percent Relative Compaction 89 %

Test 2 of 2

DIME Test ID: 2025-06-05-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/05/2025
Date Tested: 06/05/2025
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: NB Rte. 710 @ Wardlow OC Slope Paving Section under Bridge Structure
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.96
Highest adjust wet density 2.19
Relative compaction 89
% Moisture 4.6 %
Optimum Moisture no data