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Sample Record for 2025-05-27-20

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

Project Information

Project ID: 1000605 DEA: 07358404 EFIS: 0719000111 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R4.7/18.9
Work Description: REPLACE AND LINE CULVERT AND CONSTRUCT GROSS SOLIDS REMOVAL DEVICE.
Location Description: THE CITY AND COUNTY OF LOS ANGELES AT VARIOUS LOCATIONS FROM 0.2 MILE EAST BUNDY DRIVE UNDERCROSSING TO 0.1 MILE WEST SOTO STREET OVERCROSSING
Contractor Name: YAKAR
Contractor Address: 689 East San Bernardino Rd. Covina, CA 91723
Resident Engineer: Jeanette Vong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-27-20
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: 05/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2025
The quantity of what the sample constitutes: 15 sy
A brief description of the sample: Location #1 Granville Ave Eastbound I-10 PM R4.71
From where was the sample collected: Job Site
Laboratory sample identification: 25-1660
Structure unique identifier:
Structure name: Location #1 Granville Ave Eastbound I-10 PM R4.71
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: 2025-05-27-20-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/29/2025
Date Tested: 05/29/2025
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 2128 g/cc
Count or Density 1 2 g/cc
Count or Density 2 1.76 g/cc
Count or Density 3 1.79 g/cc
Standard Count Moisture 654 g/cc
Moisture Count 1 0.26 g/cc
Moisture Count 2 0.23 g/cc
Moisture Count 3 0.14 g/cc
Sum of Count or Density 5.55 g/cc
Average of Count or Density 1.85 g/cc
Sum of Moisture Count 0.63 g/cc
Average of Moisture Count 0.21 g/cc
Calculated Percent Relative Compaction 91.6 %
Reported Percent Relative Compaction 92 %

Test 2 of 2

DIME Test ID: 2025-05-27-20-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/29/2025
Date Tested: 05/29/2025
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 1.85
Highest adjust wet density 2.02
Relative compaction 92
% Moisture 12.8 %
Optimum Moisture 12.8 %