Summary for Test 2025-01-30-24-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Retaining wall repair due to landslide emergency at Route 150 in Santa Paula. |
| Location Description | Route 150 in Santa Paula. |
| QA Service Level | 1 (Verified on 04/05/2024) |
Sample Information
| Sample Taken Date | 01/30/2025 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 809 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Manuel |
| Last name of sampler or witnessed by | Uy | Title of sampler | Materials Tester |
| Telephone number of sampler | 9495016042 | Laboratory sample identification | 25-0397 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/A | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | PM 31.33 on Hwy 150 | |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Subgrade | The fabricator/manufacturer designation for the sample | Compaction Testing |
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Jobsite | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-01-30-24
DIME Test ID: 2025-01-30-24-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-31
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 01/30/2025
In-place wet density: 1.89
Highest adjust wet density: 2.08
% Moisture: 18.9 %
Optimum Moisture: 18.9 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/31/2025 ✔