Summary for Test 2022-02-05-15-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
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DIST-CO-RTE-PM | 07-LA-10-31.2/37.2 |
Award Date | 11/25/2020 |
Closeout Date | 10/11/2023 |
Work Description | LANE REPLACEMENT |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING |
QA Service Level | 1 (Verified on 01/21/2021) |
Sample Information
Sample Taken Date | 02/05/2022 | Sample Unique Key | 15 |
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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 | 02/05/2022 |
Sample type | Quality Assurance | A brief description of the sample | Native Subgrade |
The quantity of what the sample constitutes | 18,000 Sq Ft | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Aleksey | Last name of sampler or witnessed by | Souglobov |
Title of sampler | Field Materials Tester | Telephone number of sampler | 7075835090 |
Laboratory sample identification | 22-0207 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Native subgrade | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-02-05-15
DIME Test ID: 2022-02-05-15-1
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: 2022-02-07
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Aleksey Souglobov
Date of test: 02/05/2022
In-place wet density: 2.20
Highest adjust wet density: 2.26
% Moisture: 7.8 %
Optimum Moisture: 7.8 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): In-place density of 2.20 vs wet max density of 2.26.
Test was verified on 2/7/2022 ✔