Summary for Test 2024-11-07-38-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000276 DEA: 043Y8904 EFIS: 0423000327 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-128-29.77-33.45 |
| Award Date | 04/02/2024 |
| Closeout Date | Not set |
| Work Description | Slipout and drainage repairs. |
| Location Description | In Napa County from 1.8 Mile to 5.6 mile east of Wragg Creek bridge. |
| QA Service Level | 1 (Verified on 06/03/2024) |
Sample Information
| Sample Taken Date | 11/07/2024 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 11/07/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Class II AB |
| The quantity of what the sample constitutes | Retaining Wall # 1 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Ringler |
| Title of sampler | Lab Technician | Telephone number of sampler | 7078161520 |
| Laboratory sample identification | Con_24_938 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex Madison | 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. 00+00 to 00+90 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-11-07-38
DIME Test ID: 2024-11-07-38-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-11-19
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 11/15/2024
In-place wet density: 2.14
Highest adjust wet density: 2.26
% Moisture: 5.9 %
Optimum Moisture: 7.9 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): Retaining Wall # 1
Test was verified on 11/19/2024 ✔