Summary for Test 2022-10-04-11-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215456 DEA: 07293604 EFIS: 0713000238 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-14.3/15.8 |
| Award Date | 05/26/2021 |
| Closeout Date | 07/03/2025 |
| Work Description | CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS. |
| Location Description | LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET |
| QA Service Level | 1 (Verified on 07/07/2021) |
Sample Information
| Sample Taken Date | 10/04/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/04/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 17986 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 | 22-2619 |
| 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 | Subgrade |
|---|---|---|---|
| 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: 2022-10-04-11
DIME Test ID: 2022-10-04-11-2
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: 2022-10-04
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/04/2022
In-place wet density: 2.02
Highest adjust wet density: 2.21
% Moisture: 8.6 %
Optimum Moisture: no data
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters): SB Rte. 405
Crenshaw Blvd to Van Ness
Sta. 782+00 to Sta. 789+82
Test was verified on 10/4/2022 ✔