Summary for Test 2022-08-25-52-1
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 | Not set |
| Closeout Date | Not set |
| 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 | 52 |
|---|---|---|---|
| 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 | 08/25/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 6,100 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-xxxx | 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: 2022-08-25-52
DIME Test ID: 2022-08-25-52-1
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: 2.18
Highest adjust wet density: 2.3
% Moisture: 9.0 %
Optimum Moisture: 13.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.18 vs maximum wet density 2.30.
Test was verified on 8/30/2022 ✔