Summary for Test 2026-06-25-43-3
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 |
|---|---|---|---|
| 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 | 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: 2026-06-25-43-3
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: 2.35
Highest adjust wet density: 2.37
% Moisture: 6.0 %
Optimum Moisture: 8.0 %
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2026 ✔