Summary for Test 2025-05-10-3-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994396 DEA: 07330304 EFIS: 0716000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-22.0/30.8 |
| Award Date | 10/09/2023 |
| Closeout Date | 09/25/2025 |
| Work Description | CONSTRUCT CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.6 MILE EAST OF ROUTE 710/10 SEPARATION TO 0.3 MILE WEST OF ROUTE 10/605 SEPARATION |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 05/10/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2025 | Sample type | Acceptance |
| A brief description of the sample | Location11 pm26.7 Median Barrier | The quantity of what the sample constitutes | 16 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 | 25-1544 |
| 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 | Location11 pm26.7 Median Barrier | |
| 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 | from various locations at SBF | 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: 2025-05-10-3
DIME Test ID: 2025-05-10-3-2
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: 2025-05-15
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 05/15/2025
In-place wet density: 2.16
Percentage passing 3/4 in. sieve: 78 %
Percentage retained on 3/4 in. sieve: 22 %
Specific gravity of material passing 3/4 in. sieve: 2.26
Specific gravity of material retained on 3/4 in. sieve: 2.74 %
% Moisture: 3.4 %
Optimum Moisture: 7.4 %
Coefficient for 3/4 in. aggregate: 0.99
Corrected density: 2.35
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2025 ✔