Summary for Test 2025-05-09-37-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198,216-R11.6/R11.9,R0.0/2.7 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 05/09/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/09/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Structural Backfill | The quantity of what the sample constitutes | Import |
| 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 | 43 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Existing | |
| 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 | CT 231 Test Location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-09-37
DIME Test ID: 2025-05-09-37-2
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: 2025-05-14
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Alexander David
Date of test: 05/09/2025
In-place wet density: 2.16
Highest adjust wet density: 2.32
% Moisture: 8.0 %
Optimum Moisture: no data
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2025 ✔