Summary for Test 2025-05-06-57-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1001037 DEA: 043X0804 EFIS: 0425000188 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-7.21 |
| Award Date | 02/20/2025 |
| Closeout Date | 06/18/2026 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/04/2025) |
Sample Information
| Sample Taken Date | 05/06/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/06/2025 | Sample type | Quality Assurance |
| A brief description of the sample | SBFL | The quantity of what the sample constitutes | 111 SQ/YD |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | ANTHONY |
| Last name of sampler or witnessed by | VALDEZ | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | STA100+00-101+00 | |
| 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 | ROBLAR ROCK QUARRY |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | STA100+0-101+0 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-06-57
DIME Test ID: 2025-05-06-57-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-05-16
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 05/06/2025
In-place wet density: 2.44
Highest adjust wet density: 2.46
% Moisture: 7.0 %
Optimum Moisture: 9.0 %
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2025 ✔