Summary for Test 2024-06-12-112-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116,121-46.0/46.7,5.8/R7.4 |
| Award Date | 07/31/2023 |
| Closeout Date | Not set |
| Work Description | MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION. |
| Location Description | SONOMA COUNTY |
| QA Service Level | 1 (Verified on 08/15/2022) |
Sample Information
| Sample Taken Date | 06/12/2024 | Sample Unique Key | 112 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Lime treated Subgrade | The quantity of what the sample constitutes | Approx 995 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Cody |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | Pet-24-241 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffin | |
| 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 24+48-26+50 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-12-112
DIME Test ID: 2024-06-12-112-1
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: 2024-08-12
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 06/12/2024
In-place wet density: 1.97
Highest adjust wet density: 2.01
% Moisture: 2.0 %
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2024 ✔