Summary for Test 2024-11-13-88-1
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 | 11/13/2024 | Sample Unique Key | 88 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/13/2024 |
| Sample type | Quality Assurance | A brief description of the sample | SBFL |
| 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 | 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 | ABUT 1 SLOPE PAVING | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-11-13-88
DIME Test ID: 2024-11-13-88-1
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: 2025-01-16
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 11/13/2024
In-place wet density: 2.14
Highest adjust wet density: 2.30
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/16/2025 ✔