Summary for Test 2025-12-15-20-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1001258 DEA: 07355204 EFIS: 0719000009 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-R3.3/21.2 |
| Award Date | 07/15/2025 |
| Closeout Date | 08/28/2026 |
| Work Description | ROADWAY EXCAVATION AND PLACE CLASS 3 AGGREGATE BASE. |
| Location Description | VENTURA COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE NORTH OF SHELL ROAD UNDERCROSSING TO 3.5 MILES NORTH OF NORDHOFF RIDGE ROAD |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 12/15/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/15/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 63 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Lou Ralph |
| Last name of sampler or witnessed by | Achuela | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite | |
| 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 | From various locations at Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-12-15-20
DIME Test ID: 2025-12-15-20-2
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: 2025-12-17
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 12/15/2025
In-place wet density: 1.98
Highest adjust wet density: 2.09
% Moisture: 7.6 %
Optimum Moisture: 9.6 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/17/2025 ✔