Summary for Test 2026-03-03-64-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1002080 DEA: 081T4604 EFIS: 0826000072 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-330-34/42 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/08/2026) |
Sample Information
| Sample Taken Date | 03/03/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/03/2026 | Sample type | Acceptance |
| A brief description of the sample | Native Subgrade | The quantity of what the sample constitutes | 26.4 kg |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | MaryAnna |
| Last name of sampler or witnessed by | Landaverde | 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 | SR-330 Downbound, Slope Area of Drainage Pipe @ PM 34.70, 5' Above Drainage Pipe | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-03-64
DIME Test ID: 2026-03-03-64-1
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: 2026-04-09
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 03/03/2026
Gage No.: 36636
Test No.: 1
Nuclear By: Gabriel Ramirez
Non-Bias Plan No.: 7
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Dylan Nault
Standard Count Density: 1697 g/cc
Count or Density 1: 955 g/cc
Count or Density 2: 908 g/cc
Count or Density 3: 925 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 148 g/cc
Moisture Count 2: 160 g/cc
Moisture Count 3: 144 g/cc
Sum of Count or Density: 2788 g/cc
Average of Count or Density: 929 g/cc
Sum of Moisture Count: 452 g/cc
Average of Moisture Count: 151 g/cc
Count Ratio Density: 0.55
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 95.5 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2026 ✔