Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000481 DEA: 081C07U4 EFIS: 0824000168
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-27.5/34.3
Work Description: RUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT.
Location Description: RIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 12200 Bloomfield Avenue, Santa Fe Springs, CA 90670
Resident Engineer: Omar Sanchez Structure Rep.: Unknown
DIME Sample ID: 2026-05-07-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 05/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2026
The quantity of what the sample constitutes: 23.7 kg
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
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: SR-74 EB, Underpass Columns @ I-215 Overcrossing Bridge, PM 27.5/34.3
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-05-07-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/08/2026
Date Tested: 05/07/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
|
1835 g/cc
|
|
Count or Density 1
|
1133 g/cc
|
|
Count or Density 2
|
936 g/cc
|
|
Count or Density 3
|
1175 g/cc
|
|
Standard Count Moisture
|
667 g/cc
|
|
Moisture Count 1
|
136 g/cc
|
|
Moisture Count 2
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120 g/cc
|
|
Moisture Count 3
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138 g/cc
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|
Sum of Count or Density
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3244 g/cc
|
|
Average of Count or Density
|
1081 g/cc
|
|
Sum of Moisture Count
|
394 g/cc
|
|
Average of Moisture Count
|
131 g/cc
|
|
Count Ratio Density
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0.59
|
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Count Ratio Moisture
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0.2
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Calculated Percent Relative Compaction
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94.2 %
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|
Reported Percent Relative Compaction
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94 %
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DIME Test ID: 2026-05-07-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/08/2026
Date Tested: 05/07/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Is oversize material
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No
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|
In-place wet density
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2.13
|
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Highest adjust wet density
|
2.26
|
|
Relative compaction
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94
|
|
% Moisture
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no data
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|
Optimum Moisture
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no data
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