Summary for Test 2022-05-14-20-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
|---|---|
| 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 | 05/14/2022 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/14/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 11,460 Sq. Ft. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Issac | Last name of sampler or witnessed by | Harris |
| Title of sampler | Field Materials Tester | Telephone number of sampler | 15104999938 |
| Laboratory sample identification | 22-1187 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Class 3 Aggregate Base | 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-placed material | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-14-20
DIME Test ID: 2022-05-14-20-1
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: 2022-05-17
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Issac Harris
Date of test: 05/14/2022
In-place wet density: 2.14
Highest adjust wet density: 2.21
% Moisture: 6.5 %
Optimum Moisture: 8.5 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.14 vs maximum wet density of 2.21.
Test was verified on 5/17/2022 ✔