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: 2025-09-24-111
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: 09/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2025
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 WB, Drainage #17C 1st Lift 9' BFG, Sta 616+66 - 616+72
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-09-24-111-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/10/2026
Date Tested: 09/25/2025
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
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2396 g/cc
|
|
Count or Density 1
|
583 g/cc
|
|
Count or Density 2
|
603 g/cc
|
|
Count or Density 3
|
598 g/cc
|
|
Standard Count Moisture
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781 g/cc
|
|
Moisture Count 1
|
211 g/cc
|
|
Moisture Count 2
|
175 g/cc
|
|
Moisture Count 3
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154 g/cc
|
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Sum of Count or Density
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1784 g/cc
|
|
Average of Count or Density
|
595 g/cc
|
|
Sum of Moisture Count
|
540 g/cc
|
|
Average of Moisture Count
|
180 g/cc
|
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Count Ratio Density
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0.25
|
|
Count Ratio Moisture
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0.23
|
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Calculated Percent Relative Compaction
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90.7 %
|
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Reported Percent Relative Compaction
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91 %
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