Summary for Test 2024-04-17-7-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Retaining wall repair due to landslide emergency at Route 150 in Santa Paula. |
| Location Description | Route 150 in Santa Paula. |
| QA Service Level | 1 (Verified on 04/05/2024) |
Sample Information
| Sample Taken Date | 04/17/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/17/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 98 sq. yd. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Philip |
| Last name of sampler or witnessed by | Maquiran | Title of sampler | MREA |
| Telephone number of sampler | (213) 358-1518 | Laboratory sample identification | 24-0663 |
| 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 | Hwy150 PM28.9 | |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-17-7
DIME Test ID: 2024-04-17-7-2
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: 2024-04-17
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 04/17/2024
In-place wet density: 2.04
Highest adjust wet density: 2.08
% Moisture: 14.6 %
Optimum Moisture: 18.6 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2024 ✔