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Sample Record for 2025-04-02-5

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

Project Information

Project ID: 995320 DEA: 072XC604 EFIS: 0723000084 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-12.6/16.5, 12.6/23.75
Work Description: Remove the mud and debris from the roadway, repair the eroded slopes, clean the drainage systems and basins, repair the damaged shoulders and roadside signs and markers, and fix the compromised drainage system
Location Description:
Contractor Name: Union Engineering Company Inc.
Contractor Address: P.O. BOX 1000, VENTURA, CA 93002
Resident Engineer: Shamim Naderi Structure Rep.: Hussam Buran

Sample Information

DIME Sample ID: 2025-04-02-5
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: 04/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2025
The quantity of what the sample constitutes: 800 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-1015
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: 2025-04-02-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/02/2025
Date Tested: 04/02/2025
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: VEN Hwy 33 @ PM 23.48
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 1546 g/cc
Count or Density 1 2.25 g/cc
Count or Density 2 2.21 g/cc
Count or Density 3 2.27 g/cc
Standard Count Moisture 655 g/cc
Moisture Count 1 0.16 g/cc
Moisture Count 2 0.19 g/cc
Moisture Count 3 0.17 g/cc
Sum of Count or Density 6.73 g/cc
Average of Count or Density 2.24 g/cc
Sum of Moisture Count 0.52 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 96.3 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2025-04-02-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/02/2025
Date Tested: 04/02/2025
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: VEN Hwy 33 @ PM 23.48
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.24
Highest adjust wet density 2.33
Relative compaction 96
% Moisture 8.4 %
Optimum Moisture no data