Summary for Test 2022-11-15-11-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 11/15/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/15/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Structure Backfill Geogrid | The quantity of what the sample constitutes | 0+00-1+00 @ 6.3' wide |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Aleks |
| Last name of sampler or witnessed by | Tigue | Title of sampler | TET |
| Telephone number of sampler | 805-748-4862 | Laboratory sample identification | |
| Linked DIME Sample ID | 37094sbf2 | The fabricator/manufacturer/facility name | SPM- Avenal |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | DS-29 | |
| 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: 2022-11-15-11
DIME Test ID: 2022-11-15-11-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-11-15
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Kyle Engen
Date of test: 11/15/2022
In-place wet density: 2.32
Highest adjust wet density: 2.35
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-3307A4_37094_221115_BLW_SBFGeo_BF_DS29c_2 | 187.14 KB | 11/15/2022 | 2022-11-15-11-1 | Info |
Test was verified on 11/15/2022 ✔