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Sample Record for 2026-01-17-1

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

Project Information

Project ID: 1001908 DEA: 081T5304 EFIS: 0826000083 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-01-17-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 01/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2026
The quantity of what the sample constitutes: 0
A brief description of the sample: Native Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION

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: HWY138 PM 12.73 to 12.68
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2026-01-17-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/20/2026
Date Tested: 01/17/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 4375 g/cc
Average of Count or Density 875 g/cc
Sum of Moisture Count 355 g/cc
Average of Moisture Count 71 g/cc
Count Ratio Density 0.5
Count Ratio Moisture 0.12
Calculated Percent Relative Compaction 98.2 %
Reported Percent Relative Compaction 98 %