Summary for Test 2026-03-13-35-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000785 DEA: 081J3204 EFIS: 0818000017 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-17.8 |
| Award Date | 05/29/2025 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK, WROUGHT IRON FENCE, HOT MIX ASPHALT, & AGGREGATE BASE. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE AT LAKE ELSINORE MAINTENANCE STATION AT 18745 CONARD AVENUE |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 03/13/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/13/2026 | Sample type | Acceptance |
| A brief description of the sample | Native Structural Backfill | The quantity of what the sample constitutes | 22.4 kg |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Maqsud |
| Last name of sampler or witnessed by | Ahmed | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | |
| 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 | Crew Building Sidewalk @ CalTrans Maintenance Station — Lake Elsinore | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-13-35
DIME Test ID: 2026-03-13-35-1
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: 2026-04-06
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Maqsud Ahmed
Date of test: 03/13/2026
Gage No.: 30692
Test No.: 2
Nuclear By: Maqsud Ahmed
Non-Bias Plan No.: 1
Depth: 8"
Material No.: no data
Material Type: Native Structural Backfill
Impact By: Maqsud Ahmed
Standard Count Density: 1619 g/cc
Count or Density 1: 622 g/cc
Count or Density 2: 637 g/cc
Count or Density 3: 631 g/cc
Standard Count Moisture: 569 g/cc
Moisture Count 1: 73 g/cc
Moisture Count 2: 60 g/cc
Moisture Count 3: 67 g/cc
Sum of Count or Density: 1890 g/cc
Average of Count or Density: 630 g/cc
Sum of Moisture Count: 200 g/cc
Average of Moisture Count: 67 g/cc
Count Ratio Density: 0.39
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2026 ✔