Summary for Test 2026-03-16-21-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1001125 DEA: 07348504 EFIS: 0718000143 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-15.0/26.5 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT ADA CURB RAMPS AND MODIFY SIGNAL AND LIGHTING SYSTEM. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM RIVERSIDE DRIVE TO GOULD MESA |
| QA Service Level | 1 (Verified on 08/15/2025) |
Sample Information
| Sample Taken Date | 03/16/2026 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/16/2026 | Sample type | Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 231 SF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Michelangelo |
| Last name of sampler or witnessed by | Sese | Title of sampler | TET |
| Telephone number of sampler | 310-345-6204 | Laboratory sample identification | 26-0961 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | NA | |
| 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: 2026-03-16-21
DIME Test ID: 2026-03-16-21-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-03-16
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 03/16/2026
In-place wet density: 2.08
Highest adjust wet density: 2.21
% Moisture: 9.5 %
Optimum Moisture: no data
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters): EB Rte. 2 PM 19.05
C-31 Holly Dr Off Ramp @ SE Corner
Test was verified on 3/16/2026 ✔