Summary for Test 2023-04-25-71-2
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 | 04/25/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/25/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 3875 sqft |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Aleksey |
| Last name of sampler or witnessed by | Souglobov | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 23-0478 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | n/a | |
| 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 | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-25-71
DIME Test ID: 2023-04-25-71-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-05-04
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 04/25/2023
In-place wet density: 2.15
Percentage passing 3/4 in. sieve: 83 %
Percentage retained on 3/4 in. sieve: 17 %
Specific gravity of material passing 3/4 in. sieve: 1.9
Specific gravity of material retained on 3/4 in. sieve: 37.05 %
% Moisture: 8.6 %
Optimum Moisture: 8.6 %
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.27
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2023 ✔