Summary for Test 2026-02-25-5-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000762 DEA: 11430364 EFIS: 1118000109 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-79-20.2/53.0 |
| Award Date | 03/19/2025 |
| Closeout Date | Not set |
| Work Description | CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 02/25/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/25/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Subbase | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mohammed |
| Last name of sampler or witnessed by | Masud | 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 | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-02-25-5
DIME Test ID: 2026-02-25-5-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-03-06
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 02/26/2026
In-place wet density: 2.20
Highest adjust wet density: 2.26
% Moisture: 2.8 %
Optimum Moisture: 3.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 3/6/2026 ✔