Summary for Test 2026-10-05-6-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1002039 DEA: 043X9804 EFIS: 0425000353 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-M0.01/M0.01 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/22/2026) |
Sample Information
| Sample Taken Date | 10/05/2026 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2026 | Sample type | Quality Assurance |
| A brief description of the sample | SBFL | The quantity of what the sample constitutes | 22 Sq Yd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | HENRY |
| Last name of sampler or witnessed by | CONCEPCION | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native | |
| 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 | I 680, DANVILLE Sound WALL SB | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2026-10-05-6
DIME Test ID: 2026-10-05-6-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-10-05
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 10/05/2026
In-place wet density: 1.91
Highest adjust wet density: 2.13
% Moisture: 17.9 %
Optimum Moisture: 12.0 %
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/5/2026 ✔
