Summary for Test 2025-05-27-72-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 05/27/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/27/2025 | Sample type | Quality Assurance |
| A brief description of the sample | AB2 | The quantity of what the sample constitutes | 1200 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 | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Stoney Point | |
| 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 343+40-352+40 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-27-72
DIME Test ID: 2025-05-27-72-1
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: 2025-07-01
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 05/27/2025
In-place wet density: 2.08
Highest adjust wet density: 2.19
% Moisture: 9.5 %
Optimum Moisture: 9.5 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2025 ✔