Summary for Test 2023-06-05-6-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-55-58 |
| Award Date | 02/18/2021 |
| Closeout Date | 04/23/2026 |
| Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
| Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
| QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
| Sample Taken Date | 06/05/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 222 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacinto |
| Last name of sampler or witnessed by | Villanueva | Title of sampler | TEC |
| Telephone number of sampler | 8182096574 | Laboratory sample identification | 23-0791 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Stacy and Witbak Construction | |
| 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 | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | embankment from various location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-06-05-6
DIME Test ID: 2023-06-05-6-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-06-07
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 06/05/2023
In-place wet density: 2.27
Highest adjust wet density: 2.31
% Moisture: 5.2 %
Optimum Moisture: 5.2 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/7/2023 ✔