Summary for Test 2023-02-14-14-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994093 DEA: 07342804 EFIS: 0717000331 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-R27.0/R28.1 |
| Award Date | 09/21/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | CONSTRUCT CATCHMENT WALL, ROCK SCALING AND CONCRETE BARRIER. |
| Location Description | LOS ANGELES COUNTY IN SANTA CLARITA FROM THE NEWHALL AVENUE UNDERCROSSING TO 0.1 MILE SOUTH OF PLACERITA CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/20/2022) |
Sample Information
| Sample Taken Date | 02/14/2023 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/14/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Class 3 Aggregate Base | The quantity of what the sample constitutes | 787 sq. yd. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | PHILIP |
| Last name of sampler or witnessed by | MAQUIRAN | Title of sampler | MREA |
| Telephone number of sampler | 16262345816 | Laboratory sample identification | 23-0169 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Powell Constructors | |
| 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 | From various locations at Class 3 Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-02-14-14
DIME Test ID: 2023-02-14-14-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-02-14
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 02/14/2023
In-place wet density: 2.07
Highest adjust wet density: 2.17
% Moisture: 8.9 %
Optimum Moisture: 10.4 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2023 ✔