Summary for Test 2022-02-07-10-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
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DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
Award Date | 05/27/2016 |
Closeout Date | 08/01/2023 |
Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
Sample Taken Date | 02/07/2022 | Sample Unique Key | 10 |
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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 | 02/07/2022 |
Sample type | Quality Assurance | A brief description of the sample | Native Subgrade |
The quantity of what the sample constitutes | 2470 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 | 22-0243 | 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 | |
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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: 2022-02-07-10
DIME Test ID: 2022-02-07-10-1
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: 2022-02-08
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Aleksey Souglobov
Date of test: 02/07/2022
In-place wet density: 1.90
Highest adjust wet density: 1.95
% Moisture: 30.1 %
Optimum Moisture: 28.1 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): In-place of 1.90 vs wet max density of 1.95.
Test was verified on 2/8/2022 ✔