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Sample Record for 2025-11-19-50

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Project Information

Project ID: 1000103 DEA: 081J8604 EFIS: 0818000123 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10,15,40,58,60,etc.-Var
Work Description: MODIFYING CMS SYSTEMS AND FURNISH SIGN STRUCTURE (VERSATILE TRUSS).
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Lawrance Yaacoub Structure Rep.: Matt Bruce

Sample Information

DIME Sample ID: 2025-11-19-50
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: Aggregate
Sample Taken Date: 11/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/19/2025
The quantity of what the sample constitutes: 14.4kg
A brief description of the sample: Class II Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

Material Information

No material information available.
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-11-19-50-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/25/2025
Date Tested: 11/20/2025
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 4507 g/cc
Average of Count or Density 1502 g/cc
Sum of Moisture Count 213 g/cc
Average of Moisture Count 71 g/cc
Count Ratio Density 2.22
Count Ratio Moisture 0.15
Calculated Percent Relative Compaction 95.6 %
Reported Percent Relative Compaction 96 %

Test 2 of 3

DIME Test ID: 2025-11-19-50-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/25/2025
Date Tested: 11/20/2025
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 4493 g/cc
Average of Count or Density 1498 g/cc
Sum of Moisture Count 141 g/cc
Average of Moisture Count 47 g/cc
Count Ratio Density 2.22
Count Ratio Moisture 0.09
Calculated Percent Relative Compaction 98.2 %
Reported Percent Relative Compaction 98 %

Test 3 of 3

DIME Test ID: 2025-11-19-50-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/25/2025
Date Tested: 11/20/2025
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 4734 g/cc
Average of Count or Density 1578 g/cc
Sum of Moisture Count 161 g/cc
Average of Moisture Count 54 g/cc
Count Ratio Density 2.18
Count Ratio Moisture 0.11
Calculated Percent Relative Compaction 95.6 %
Reported Percent Relative Compaction 96 %