Summary for Test 2022-04-07-7-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
| Award Date | 12/19/2019 |
| Closeout Date | 05/07/2024 |
| Work Description | REPLACE CONCRETE BARRIERS. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 04/07/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/07/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 167 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 | 213-358-1518 | Laboratory sample identification | 22-0705 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | OHL USA | |
| 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 | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-04-07-7
DIME Test ID: 2022-04-07-7-1
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: 2022-04-07
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 04/07/2022
In-place wet density: 2.18
Highest adjust wet density: 2.24
% Moisture: 6.9 %
Optimum Moisture: 8.9 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔