Summary for Test 2024-12-19-46-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-55-58 |
| Award Date | 02/18/2021 |
| Closeout Date | 04/23/2026 |
| Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
| Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
| QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
| Sample Taken Date | 12/19/2024 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/19/2024 | Sample type | Acceptance |
| A brief description of the sample | Structural Backfill | The quantity of what the sample constitutes | 105 sq. yd. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Philip |
| Last name of sampler or witnessed by | Maquiran | Title of sampler | MREA |
| Telephone number of sampler | (626) 234-5816 | Laboratory sample identification | 24-3937 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Stacy Witbeck | |
| 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 location at structural backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-12-19-46
DIME Test ID: 2024-12-19-46-2
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: 2025-06-26
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 12/19/2024
In-place wet density: 2.14
Highest adjust wet density: 2.35
% Moisture: 5.4 %
Optimum Moisture: 7.4 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2025 ✔