Summary for Test 2024-02-08-7-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000105 DEA: 072XK804 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 02/08/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/08/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Soil for Embankment | The quantity of what the sample constitutes | 27 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Lou Ralph |
| Last name of sampler or witnessed by | Achuela | Title of sampler | |
| Telephone number of sampler | 2138170504 | Laboratory sample identification | 24-0298 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Miller Equipment | |
| 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 | From various locations at Embankment | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-02-08-7
DIME Test ID: 2024-02-08-7-2
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: 2024-02-09
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 02/08/2024
In-place wet density: 2.11
Highest adjust wet density: 2.33
% Moisture: 0.2 %
Optimum Moisture: no data
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/9/2024 ✔
