Summary for Test 2026-04-21-19-1
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 | 04/21/2026 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/21/2026 | Sample type | Acceptance |
| A brief description of the sample | Blended Native & Imported Subgrade | The quantity of what the sample constitutes | 25.9 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 @ PM 37.10, Slope Area Basin, Lift 6, 9' Above Basin | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-04-21-19
DIME Test ID: 2026-04-21-19-1
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: 2026-04-21
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: MaryAnna Landaverde
Date of test: 04/21/2026
Gage No.: 30691
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 10
Depth: 8"
Material No.: no data
Material Type: Blended Native & Imported Subgrade
Impact By: Gabriel Ramirez
Standard Count Density: 1585 g/cc
Count or Density 1: 775 g/cc
Count or Density 2: 763 g/cc
Count or Density 3: 793 g/cc
Standard Count Moisture: 652 g/cc
Moisture Count 1: 141 g/cc
Moisture Count 2: 156 g/cc
Moisture Count 3: 165 g/cc
Sum of Count or Density: 2331 g/cc
Average of Count or Density: 777 g/cc
Sum of Moisture Count: 462 g/cc
Average of Moisture Count: 154 g/cc
Count Ratio Density: 0.49
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 96.9 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2026 ✔