Summary for Test 2025-06-09-13-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0/14.1 |
| Award Date | 09/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 06/09/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2025 | Sample type | Acceptance |
| A brief description of the sample | NB710 @ Wardlow OC Slope paving section | The quantity of what the sample constitutes | 146 sy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sopheak |
| Last name of sampler or witnessed by | Chong | Title of sampler | TEC |
| Telephone number of sampler | 2138170174 | Laboratory sample identification | 25-1887 |
| 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 | NB710 @ Wardlow OC Slope paving section | |
| 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 | various location sugrade | A detailed description of where the material sample was collected | Jobsite |
| Where the material sample would have been placed if not sampled | Jobsite |
Test Details
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DIME Sample ID: 2025-06-09-13
DIME Test ID: 2025-06-09-13-2
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: 2025-06-10
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 06/10/2025
In-place wet density: 1.88
Highest adjust wet density: 2.06
% Moisture: 13.1 %
Optimum Moisture: 13.1 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/10/2025 ✔