Summary for Test 2025-02-11-4-2
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 | 02/11/2025 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/11/2025 | Sample type | Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 4320 SF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Michelangelo |
| Last name of sampler or witnessed by | Sese | Title of sampler | TET |
| Telephone number of sampler | 310-345-6204 | Laboratory sample identification | 25-0556 |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-02-11-4
DIME Test ID: 2025-02-11-4-2
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: 2025-02-12
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 02/11/2025
In-place wet density: 2.41
Percentage passing 3/4 in. sieve: 90 %
Percentage retained on 3/4 in. sieve: 10 %
Specific gravity of material passing 3/4 in. sieve: 2.26
Specific gravity of material retained on 3/4 in. sieve: 13.14 %
% Moisture: 4.8 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.46
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): NB Rte. 5 north of Templin Hwy Location 7 - Castaic Sand Shed Building
Test was verified on 2/12/2025 ✔