Summary for Test 2022-08-25-51-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | 02/25/2022 |
| Closeout Date | 06/30/2026 |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 08/25/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Class 3 Aggregate Base | 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 | Ian |
| Last name of sampler or witnessed by | Snyder | Title of sampler | Field Materials Tester |
| Telephone number of sampler | 15628339318 | Laboratory sample identification | 22-2252 |
| 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 | ||
| 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: 2022-08-25-51
DIME Test ID: 2022-08-25-51-1
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: 2022-08-30
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Ian Snyder
Date of test: 08/25/2022
In-place wet density: 2.20
Highest adjust wet density: 2.30
% Moisture: 9.5 %
Optimum Moisture: 13.5 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.20 vs maximum wet density of 2.30.
Test was verified on 8/30/2022 ✔