Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000607 DEA: 081K6904 EFIS: 0819000090
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-5.7/11.8
Work Description: ROCK EXCAVATION, HMA (TYPE A), RHMA-G, AND CABLE NET DRAPERY SYSTEM.
Location Description: RIVERSIDE COUNTY IN AND NEAR LAKE ELSINORE FROM MONTE VISTA STREET TO GRAND AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Joseph Lopez Structure Rep.: Unknown
DIME Sample ID: 2025-09-05-114
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: 09/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2025
The quantity of what the sample constitutes: kg
A brief description of the sample: Native Embankment 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 Locations
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, Drainage System 4' Below Grade, Sta 605+27 - 605+33
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-09-05-114-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/09/2026
Date Tested: 09/06/2025
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
|
1730 g/cc
|
|
Count or Density 1
|
1048 g/cc
|
|
Count or Density 2
|
1016 g/cc
|
|
Count or Density 3
|
833 g/cc
|
|
Standard Count Moisture
|
722 g/cc
|
|
Moisture Count 1
|
165 g/cc
|
|
Moisture Count 2
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151 g/cc
|
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Moisture Count 3
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159 g/cc
|
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Sum of Count or Density
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2897 g/cc
|
|
Average of Count or Density
|
966 g/cc
|
|
Sum of Moisture Count
|
475 g/cc
|
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Average of Moisture Count
|
158 g/cc
|
|
Count Ratio Density
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0.56
|
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Count Ratio Moisture
|
0.22
|
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Calculated Percent Relative Compaction
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93 %
|
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Reported Percent Relative Compaction
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93 %
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