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Sample Record for 2026-02-28-2

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Project Information

Project ID: 1001440 DEA: 07370804 EFIS: 0720000139 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-30.6/31.6
Work Description: REMOVE CONCRETE PAVEMENT AND BASE, AND PLACE JPCP.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM 0.2 MILE NORTH OF SAN FERNANDO BOULEVARD TO 0.2 MILE SOUTH OF COHASSET STREET
Contractor Name: SECURITY PAVING COMPANY INC.
Contractor Address: 3075 Towngate Road, St. 200, Westlake Village, CA 91361
Resident Engineer: danglong Tran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-02-28-2
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: 02/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/28/2026
The quantity of what the sample constitutes: 16248 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 26-0733
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

Test

DIME Test ID: 2026-02-28-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/01/2026
Date Tested: 02/28/2026
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. 5 Line 1 & 2 from San Fernando Blvd to Buena Vista
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2214 g/cc
Count or Density 1 2.07 g/cc
Count or Density 2 2.13 g/cc
Count or Density 3 2.12 g/cc
Count or Density 4 2.07 g/cc
Count or Density 5 2.06 g/cc
Standard Count Moisture 646 g/cc
Moisture Count 1 0.17 g/cc
Moisture Count 2 0.17 g/cc
Moisture Count 3 0.15 g/cc
Moisture Count 4 0.17 g/cc
Moisture Count 5 0.14 g/cc
Sum of Count or Density 10.45 g/cc
Average of Count or Density 2.09 g/cc
Sum of Moisture Count 0.8 g/cc
Average of Moisture Count 0.16 g/cc
Calculated Percent Relative Compaction 94.6 %
Reported Percent Relative Compaction 95 %

Test

DIME Test ID: 2026-02-28-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/01/2026
Date Tested: 02/28/2026
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. 5 Line 1 & 2 from San Fernando Blvd to Buena Vista
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.09
Highest adjust wet density 2.21
Relative compaction 95
% Moisture 8.3 %
Optimum Moisture no data