Summary for Test 2024-12-23-24-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000208 DEA: 07346004 EFIS: 0718000070 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-11.0/23.5 |
| Award Date | 07/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, PAVE BEYOND THE GORE, INSTALL GATES & CABLE RAILING. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM NORTH OF VINELAND AVENUE TO NORTH OF WINNETKA AVENUE |
| QA Service Level | 1 (Verified on 04/24/2024) |
Sample Information
| Sample Taken Date | 12/23/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/23/2024 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 132 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 | TET | Telephone number of sampler | 2138170504 |
| Laboratory sample identification | 24-3985 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-12-23-24
DIME Test ID: 2024-12-23-24-2
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: 2025-01-02
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 12/23/2024
In-place wet density: 1.87
Highest adjust wet density: 2.04
% Moisture: 8.1 %
Optimum Moisture: 12.1 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/2/2025 ✔