Summary for Test 2023-02-14-21-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 02/14/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/14/2023 | Sample type | Quality Assurance |
| A brief description of the sample | SOIL | The quantity of what the sample constitutes | 9234SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | tony |
| Last name of sampler or witnessed by | price | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 02142023TEST 02 | |
| 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
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DIME Sample ID: 2023-02-14-21
DIME Test ID: 2023-02-14-21-2
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: 2023-02-17
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: tony price
Date of test: 02/14/2023
In-place wet density: 2.14
Highest adjust wet density: 2.19
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/17/2023 ✔