Summary for Test 2022-04-01-2-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215697 DEA: 07318204 EFIS: 0715000286 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-Route 1-4.0/4.2 |
| Award Date | 09/15/2021 |
| Closeout Date | 03/02/2026 |
| Work Description | CM/GC Project - Work consists of constructing secant wall and slope restoration |
| Location Description | near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road. |
| QA Service Level | 1 (Verified on 08/26/2021) |
Sample Information
| Sample Taken Date | 04/01/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 1600 SF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chad |
| Last name of sampler or witnessed by | Chotibhongs | Title of sampler | MREA |
| Telephone number of sampler | 310-345-6204 | Laboratory sample identification | 22-0663 |
| 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 | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-04-01-2
DIME Test ID: 2022-04-01-2-1
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: 2022-04-01
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 04/01/2022
In-place wet density: 2.25
Highest adjust wet density: 2.33
% Moisture: 6.0 %
Optimum Moisture: 8.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2022 ✔