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Sample Record for 2025-10-28-35

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

Project Information

Project ID: 994583 DEA: 07333604 EFIS: 0716000313 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-2.3/14.2
Work Description: COLD PLANE AC, PLACE HMA, REPLACE CURB RAMPS AND TRAFFIC SIGNALS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS FROM CENTINELA AVENUE TO GLENDALE BOULEVARD UNDERCROSSING
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: Unknown
Resident Engineer: Denrick Bautista Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2025-10-28-35
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: 10/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2025
The quantity of what the sample constitutes: 900 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-3511
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
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: 2025-10-28-35-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/28/2025
Date Tested: 10/28/2025
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: EB State Rte. 2 Santa Monica Blvd SE corner SR-2 and Wellesley Ave Ramp, Curb & Gutter
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2221 g/cc
Count or Density 1 1.95 g/cc
Count or Density 2 2.04 g/cc
Count or Density 3 1.99 g/cc
Standard Count Moisture 649 g/cc
Moisture Count 1 0.16 g/cc
Moisture Count 2 0.19 g/cc
Moisture Count 3 0.21 g/cc
Sum of Count or Density 5.98 g/cc
Average of Count or Density 1.99 g/cc
Sum of Moisture Count 0.56 g/cc
Average of Moisture Count 0.19 g/cc
Calculated Percent Relative Compaction 94 %
Reported Percent Relative Compaction 94 %

Test 2 of 2

DIME Test ID: 2025-10-28-35-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/28/2025
Date Tested: 10/28/2025
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: EB State Rte. 2 Santa Monica Blvd SE corner SR-2 and Wellesley Ave Ramp, Curb & Gutter
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.99
Highest adjust wet density 2.12
Relative compaction 94
% Moisture 10.3 %
Optimum Moisture no data