Summary for Test 2025-11-06-113-1
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 | 11/06/2025 | Sample Unique Key | 113 |
|---|---|---|---|
| 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 | 11/07/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Embankment Backfill |
| The quantity of what the sample constitutes | 21.0 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Magaña |
| 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 EB, Drainage #25 1st Lift 8' BFG, Sta 650+19 - 650+24 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-11-06-113
DIME Test ID: 2025-11-06-113-1
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: 2026-03-11
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: David Magana
Date of test: 11/07/2025
Gage No.: 6901
Test No.: 1
Nuclear By: David Magana
Non-Bias Plan No.: 2
Depth: 12"
Material No.: no data
Material Type: Native Embankment Backfill
Impact By: David Magana
Standard Count Density: 8528 g/cc
Count or Density 1: 2914 g/cc
Count or Density 2: 3033 g/cc
Count or Density 3: 2942 g/cc
Standard Count Moisture: 19201 g/cc
Moisture Count 1: 3556 g/cc
Moisture Count 2: 3124 g/cc
Moisture Count 3: 3176 g/cc
Sum of Count or Density: 8889 g/cc
Average of Count or Density: 2963 g/cc
Sum of Moisture Count: 9856 g/cc
Average of Moisture Count: 3285 g/cc
Count Ratio Density: 0.35
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 92.1 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2026 ✔