Summary for Test 2022-02-14-9-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 02/14/2022 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/14/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Existing Subgrade | The quantity of what the sample constitutes | 1,031 Sq. Ft. |
| 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 | Field Materials Tester |
| Telephone number of sampler | 9495016042 | Laboratory sample identification | 22-0314 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Existing Subgrade | |
| 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-place material | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-02-14-9
DIME Test ID: 2022-02-14-9-1
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: 2022-02-15
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Manuel Uy
Date of test: 02/14/2022
In-place wet density: 2.10
Highest adjust wet density: 2.21
% Moisture: 5.8 %
Optimum Moisture: 9.8 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): In-place density of 2.10 vs maximum wet density of 2.21.
Test was verified on 2/15/2022 ✔