Summary for Test 2023-05-05-1-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,SBD-138-0/2.3 |
| Award Date | 11/19/2021 |
| Closeout Date | 08/29/2024 |
| Work Description | CONSTRUCT 4' MEDIAN |
| Location Description | SAN BERNARDINO COUNTY ALONG ROUTE 138 |
| QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
| Sample Taken Date | 05/05/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/05/2023 | Sample type | Quality Assurance |
| A brief description of the sample | SOIL | The quantity of what the sample constitutes | 3825 SQFT |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | larry |
| Last name of sampler or witnessed by | francisco | Title of sampler | TE |
| Telephone number of sampler | Laboratory sample identification | 05052023TEST 01 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | |
| 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOBSITE | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-05-05-1
DIME Test ID: 2023-05-05-1-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-05-05
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: larry francisco
Date of test: 05/05/2023
In-place wet density: 2.14
Highest adjust wet density: 2.26
% Moisture: 1.0 %
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2023 ✔
