Summary for Test 2022-01-04-8-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 01/04/2022 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/04/2022 | Sample type | Department Acceptance |
| A brief description of the sample | NB57 lanes 2&3 sta.233+38-239+45 | The quantity of what the sample constitutes | 1619 sy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sopheak |
| Last name of sampler or witnessed by | Chong | Title of sampler | TE |
| Telephone number of sampler | 12138170174 | Laboratory sample identification | 22-0014 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Company | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 22-0014 | Structure name | NB57 lanes 2 and 3 |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Griffith Company |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Griffith Company | A detailed description of where the material sample was collected | Jobsite |
| Where the material sample would have been placed if not sampled | Stockfile |
Test Details
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DIME Sample ID: 2022-01-04-8
DIME Test ID: 2022-01-04-8-2
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: 2022-01-06
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 01/04/2022
In-place wet density: 2.23
Highest adjust wet density: 2.35
% Moisture: 6.4 %
Optimum Moisture: 8.4 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2022 ✔