Summary for Test 2022-03-23-6-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993115 DEA: 07319904 EFIS: 0716000028 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-39.4/R44.4 |
| Award Date | 09/14/2021 |
| Closeout Date | 09/24/2024 |
| Work Description | CONSTRUCT INFILTRATION AREA AND VEGETATION CONTROL AND PAVE GORE AREA. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 5/118 SEPARATION TO BALBOA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/23/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 449 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 | 2133581518 | Laboratory sample identification | 22-0560 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martinez Landscape Construction | |
| 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 | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location at Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-03-23-6
DIME Test ID: 2022-03-23-6-1
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: 2022-03-24
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 03/23/2022
In-place wet density: 2.07
Highest adjust wet density: 2.21
% Moisture: 6.2 %
Optimum Moisture: 10.2 %
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/24/2022 ✔