Summary for Test 2025-06-25-47-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993825 DEA: 040Q30U4 EFIS: 0420000235 COOP: 042830A3,042830A4 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA,CC-680-R11.0/R21.9,R0.0/R0.9 |
| Award Date | 11/23/2022 |
| Closeout Date | Not set |
| Work Description | PRECAST CONC PVMT, ELECTRONIC TOLL SYSTEM, JPCP, CB & STRUCTURAL CONC |
| Location Description | ALAMEDA AND CONTRA COSTA COUNTIES AT SUNOL AND IN SAN RAMON BETWEEN 0.4 MILE SOUTH OF CALAVERAS ROAD UNDERCROSSING TO 0.9 MILE NORTH OF ALCOSTA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 06/25/2025 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/25/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 2600g |
| 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-062525-AB1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DeSilva Gates Aggregates | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Hwy 680 SB Lt "FGS" Shoulder and Traffic Lane Section | |
| 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 Aggregate base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-25-47
DIME Test ID: 2025-06-25-47-2
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: 2025-06-25
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 06/25/2025
In-place wet density: 2.28
Highest adjust wet density: 2.39
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): Hwy 680 SB Lt "FGS" Shoulder and
Traffic Lane Section
Test was verified on 6/30/2025 ✔