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Sample Record for 2026-01-28-61

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2026-01-28-61
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: 01/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/28/2026
The quantity of what the sample constitutes: kg
A brief description of the sample: Class II Aggregate Base
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

Material Information

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 Mainline, 0.6' BFG, Sta 632+89 - 633+03
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-01-28-61-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/07/2026
Date Tested: 01/28/2026
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:
The test was superseded from test ID: 2026-01-28-61-1
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1445 g/cc
Count or Density 1 332 g/cc
Count or Density 2 334 g/cc
Count or Density 3 336 g/cc
Standard Count Moisture 637 g/cc
Moisture Count 1 59 g/cc
Moisture Count 2 66 g/cc
Moisture Count 3 84 g/cc
Sum of Count or Density 1002 g/cc
Average of Count or Density 334 g/cc
Sum of Moisture Count 209 g/cc
Average of Moisture Count 70 g/cc
Count Ratio Density 0.23
Count Ratio Moisture 0.11
Calculated Percent Relative Compaction 95.1 %
Reported Percent Relative Compaction 95 %