Summary for Test 2025-03-26-43-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/23/2021 |
| Closeout Date | Not set |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 03/26/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/26/2025 |
| Sample type | Quality Assurance | A brief description of the sample | RCL2AB |
| The quantity of what the sample constitutes | CTM 231 Sample Site | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Consultant Tester | Telephone number of sampler | |
| Laboratory sample identification | 665 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Security Paving Fresno | 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 | CTM 231 Sample Site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-03-26-43
DIME Test ID: 2025-03-26-43-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-04-07
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Chris Elias
Date of test: 03/26/2025
In-place wet density: 2.25
Highest adjust wet density: 2.28
% Moisture: 8.7 %
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2025 ✔