Summary for Test 2026-06-25-43-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1002087 DEA: 043AA904 EFIS: 0420000066 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-131-1.95 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | 3AA90 INSTALL SOLDIER PILE AND LAGGING WALL, AND RECONSTRUCT - Hwy 131 PM 1.95 |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/20/2026) |
Sample Information
| Sample Taken Date | 06/25/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/25/2026 | Sample type | Quality Assurance |
| A brief description of the sample | baserock | The quantity of what the sample constitutes | class 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jose Leon |
| Last name of sampler or witnessed by | Amparan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dutra | |
| 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 | jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-06-25-43
DIME Test ID: 2026-06-25-43-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-06-26
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Jose Leon Amparan
Date of test: 06/25/2026
In-place wet density: 2.36
Highest adjust wet density: 2.37
% Moisture: 8.0 %
Optimum Moisture: 99.1 %
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2026 ✔