Summary for Test 2022-03-18-16-1
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 | 03/18/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/19/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Existing Subgrade |
| The quantity of what the sample constitutes | 5,838 Sq. Ft. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ian | Last name of sampler or witnessed by | Snyder |
| Title of sampler | Field Materials Tester | Telephone number of sampler | 15628339318 |
| Laboratory sample identification | 22-0529 | 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-placed material | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-03-18-16
DIME Test ID: 2022-03-18-16-1
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: 2022-03-21
Test Results
Is oversize material: Yes
Input Type: Calculated
Tester's full name: Ian Snyder
Date of test: 03/19/2022
In-place wet density: 2.16
% Moisture: 8.0 %
Optimum Moisture: 10.0 %
Corrected density: 2.25
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.16 vs maximum wet density of 2.25.
Test was verified on 3/21/2022 ✔