Summary for Test 2025-02-24-9-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000209 DEA: 07352304 EFIS: 0718000220 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R60.0/R75.0 |
| Award Date | 06/03/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD |
| QA Service Level | 1 (Verified on 04/22/2024) |
Sample Information
| Sample Taken Date | 02/24/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/24/2025 | Sample type | Acceptance |
| A brief description of the sample | Structural Backfill | The quantity of what the sample constitutes | 2 yd2 |
| 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 | 25-0630 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Powell Construcion | |
| 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 | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location at structural backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-02-24-9
DIME Test ID: 2025-02-24-9-2
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: 2025-02-25
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 02/24/2025
In-place wet density: 2.00
Highest adjust wet density: 2.23
% Moisture: 9.5 %
Optimum Moisture: 11.5 %
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/25/2025 ✔