Summary for Test 2025-05-30-37-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 995262 DEA: 041Q4604 EFIS: 0418000279 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-280-0/2.7 |
| Award Date | 05/02/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G SURFACING AND CONSTRUCT BRIDGE APPROACH. |
| Location Description | SANTA CLARA COUNTY IN SAN JOSE FROM ROUTE 280/680/101 SEPARATION TO 0.2 MILE WEST OF BIRD AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/11/2023) |
Sample Information
| Sample Taken Date | 05/30/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Native Material for Backfill | The quantity of what the sample constitutes | 2600 Grams |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | Vega | Title of sampler | Mozamo Consultant QA |
| Telephone number of sampler | Laboratory sample identification | SJ-053025-BF2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native | |
| 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 | Jobsite - Compacted Native Backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-30-37
DIME Test ID: 2025-05-30-37-2
Testing Lab: CT D04 - San Jose Construction Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-05-30
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Charles Poolis
Date of test: 05/30/2025
In-place wet density: 2.26
Highest adjust wet density: 2.30
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): Hwy 280 NB Rt "S" Line Drainage System #10C Going South.
Test was verified on 6/5/2025 ✔