Summary for Test 2025-08-26-122-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000607 DEA: 081K6904 EFIS: 0819000090 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-5.7/11.8 |
| Award Date | 01/09/2025 |
| Closeout Date | Not set |
| 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 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 08/26/2025 | Sample Unique Key | 122 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/26/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Embankment |
| The quantity of what the sample constitutes | kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTM 231 Test Locations | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | 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 2532.50', Sta 624+00 - 624+60 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-08-26-122
DIME Test ID: 2025-08-26-122-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2026-03-09
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 08/26/2025
Gage No.: 86217
Test No.: 1
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 12"
Material No.: no data
Material Type: Embankment Backfill
Impact By: no data
Standard Count Density: 2411 g/cc
Count or Density 1: 478 g/cc
Count or Density 2: 441 g/cc
Count or Density 3: 443 g/cc
Standard Count Moisture: 780 g/cc
Moisture Count 1: 172 g/cc
Moisture Count 2: 203 g/cc
Moisture Count 3: 199 g/cc
Density: 2.13
Moisture: 0.2
Sum of Count or Density: 1362 g/cc
Average of Count or Density: 454 g/cc
Sum of Moisture Count: 574 g/cc
Average of Moisture Count: 191 g/cc
Count Ratio Density: 0.19
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 92.5 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2026 ✔