Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215479 DEA: 080R4204 EFIS: 0812000076
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR 210 AND I-15 IC-Null
Work Description: FONTANA MAINTENANCE STATION
Location Description: 14032 Victoria Street, Fontana, CA 92336
Contractor Name: Stronghold Engineering, Inc.
Contractor Address: 150 W. Walnut Ave, Perris, CA 92571
Resident Engineer: Tim Flores Structure Rep.: Alfredo Flores
DIME Sample ID: 2026-09-09-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9098293350
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 09/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2026
The quantity of what the sample constitutes: kg
A brief description of the sample: Native Backfill
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: New Fontana CT Maintenance Facility, Storage Building, Lift 3 Elev. 1338.48
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-09-09-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/09/2026
Date Tested: 09/09/2026
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: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1677 g/cc
|
|
Count or Density 1
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928 g/cc
|
|
Count or Density 2
|
981 g/cc
|
|
Count or Density 3
|
913 g/cc
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|
Standard Count Moisture
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640 g/cc
|
|
Moisture Count 1
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109 g/cc
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|
Moisture Count 2
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111 g/cc
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Moisture Count 3
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127 g/cc
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Sum of Count or Density
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2822 g/cc
|
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Average of Count or Density
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941 g/cc
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Sum of Moisture Count
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347 g/cc
|
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Average of Moisture Count
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116 g/cc
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Count Ratio Density
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0.56
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Count Ratio Moisture
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0.18
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Calculated Percent Relative Compaction
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99.7 %
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Reported Percent Relative Compaction
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100 %
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