Summary for Test 2025-01-27-8-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 01/27/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/27/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Class 2 AB used as Structure Backfill | The quantity of what the sample constitutes | 67 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nicholas |
| Last name of sampler or witnessed by | Hall | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | 25-6 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | unknown | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Davis Bent 3 footings | |
| 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 | Collected from the compacted grade | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-27-8
DIME Test ID: 2025-01-27-8-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-28
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Nicholas Hall
Date of test: 01/27/2025
In-place wet density: 2.29
Highest adjust wet density: 2.39
% Moisture: 7.5 %
Optimum Moisture: 9.5 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2025 ✔