Summary for Test 2024-10-25-72-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994376 DEA: 044J4604 EFIS: 0415000351 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-11.8/R12.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 09/10/2026 |
| Work Description | REPLACE CURB RAMPS, SIDEWALK, DRIVEWAY, LIGHTING, & SIGNAL. |
| Location Description | SONOMA COUNTY AT GUERNEVILLE FROM BROOKSIDE LANE TO OLD RIVER ROAD |
| QA Service Level | 1 (Verified on 10/27/2022) |
Sample Information
| Sample Taken Date | 10/25/2024 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/25/2024 | Sample type | Quality Assurance |
| A brief description of the sample | AB2 | The quantity of what the sample constitutes | < 2000 sqyd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Valdez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 532 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bodean Mark West Quarry | |
| 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 | STA 11+60-12+77 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-25-72
DIME Test ID: 2024-10-25-72-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-15
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 10/25/2024
In-place wet density: 2.19
Highest adjust wet density: 2.30
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/15/2025 ✔