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: 2025-09-04-119
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: 09/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2025
The quantity of what the sample constitutes: 16.8 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, Embankment Elevation 2569.50', Sta 623+50 - 624+00
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-09-04-119-1
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: 09/04/2025
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:
|
Standard Count Density
|
1722 g/cc
|
|
Count or Density 1
|
413 g/cc
|
|
Count or Density 2
|
321 g/cc
|
|
Count or Density 3
|
389 g/cc
|
|
Standard Count Moisture
|
723 g/cc
|
|
Moisture Count 1
|
129 g/cc
|
|
Moisture Count 2
|
178 g/cc
|
|
Moisture Count 3
|
145 g/cc
|
|
Sum of Count or Density
|
1123 g/cc
|
|
Average of Count or Density
|
374 g/cc
|
|
Sum of Moisture Count
|
452 g/cc
|
|
Average of Moisture Count
|
151 g/cc
|
|
Count Ratio Density
|
0.22
|
|
Count Ratio Moisture
|
0.21
|
|
Calculated Percent Relative Compaction
|
92.5 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2025-09-04-119-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/09/2026
Date Tested: 09/05/2025
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:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.96
|
|
Highest adjust wet density
|
2.12
|
|
Relative compaction
|
92
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
