Summary for Test 2022-07-06-20-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 07/06/2022 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 14,612 Sq. Ft. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ali |
| Last name of sampler or witnessed by | Rehman | Title of sampler | Field Materials Tester |
| Telephone number of sampler | 7148753445 | Laboratory sample identification | 22-1662 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Aggregate Base | |
| 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 | In-placed material | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-07-06-20
DIME Test ID: 2022-07-06-20-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-07-07
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Ali Rehman
Date of test: 07/06/2022
In-place wet density: 2.05
Highest adjust wet density: 2.21
% Moisture: 6.8 %
Optimum Moisture: 8.8 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.05 vs maximum wet density of 2.21.
Test was verified on 7/7/2022 ✔
