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Sample Record for 2026-09-22-9

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

Project Information

Project ID: 1000878 DEA: 07353204 EFIS: 0718000253 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-0.0/12.8
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA AND CONCRETE PAVEMENT.
Location Description: LOS ANGELES COUNTY ON ROUTE 405 AND AT VARIOUS LOCATIONS FROM ORANGE COUNTY LINE TO ROUTE 405/110 SEPARATION
Contractor Name: Powell Constructors
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Thang Ton Structure Rep.: Anayo Ukwuani

Sample Information

DIME Sample ID: 2026-09-22-9
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: 09/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2026
The quantity of what the sample constitutes: 60 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 26-3023
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

DIME Test ID: 2026-09-22-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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: Route 710 & 405 Connector System 152 ALT Crash Cushion
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2200 g/cc
Count or Density 1 1.99 g/cc
Count or Density 2 2.02 g/cc
Count or Density 3 2.09 g/cc
Standard Count Moisture 625 g/cc
Moisture Count 1 0.11 g/cc
Moisture Count 2 0.12 g/cc
Moisture Count 3 0.15 g/cc
Sum of Count or Density 6.1 g/cc
Average of Count or Density 2.03 g/cc
Sum of Moisture Count 0.38 g/cc
Average of Moisture Count 0.13 g/cc
Calculated Percent Relative Compaction 94.6 %
Reported Percent Relative Compaction 95 %

Test

DIME Test ID: 2026-09-22-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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: Route 710 & 405 Connector System 152 ALT Crash Cushion
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.04
Highest adjust wet density 2.15
Relative compaction 95
% Moisture 6.6 %
Optimum Moisture no data