Summary for Test 2022-12-12-6-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993923 DEA: 071XY304 EFIS: 0722000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA/LA-LA-110-6.60/7.45 |
| Award Date | 03/16/2022 |
| Closeout Date | 07/03/2023 |
| Work Description | Repair slope erosion by re-grading the embankment to match existing slopes and replae damaged concrete drainage ditch per Standard Specifications |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/22/2022) |
Sample Information
| Sample Taken Date | 12/12/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/12/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 378 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 | 22-3180 |
| 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 | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-12-12-6
DIME Test ID: 2022-12-12-6-2
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: 2022-12-14
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/12/2022
In-place wet density: 1.77
Highest adjust wet density: 2.13
% Moisture: 9.9 %
Optimum Moisture: no data
Relative compaction: 83
General comments (publicly viewable) (Max 1000 characters): NB Rte. 110
PM LA 7.054 Outside Shoulder
Top of Slope
Test was verified on 12/14/2022 ✔