Summary for Test 2022-02-18-4-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 |
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DIST-CO-RTE-PM | 07-VEN-33-22.16, 22.16 |
Award Date | 06/21/2019 |
Closeout Date | 10/06/2022 |
Work Description | This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS |
Location Description | Ventura County on Route 33 at PM.22.16. |
QA Service Level | 1 (Verified on 08/27/2019) |
Sample Information
Sample Taken Date | 02/18/2022 | Sample Unique Key | 4 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/18/2022 |
Sample type | Acceptance | A brief description of the sample | Soil for Subgrade. |
The quantity of what the sample constitutes | 1512 sq. feet | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
Title of sampler | TEC | Telephone number of sampler | 81820965747 |
Laboratory sample identification | 22-0331 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Case Pacific Construction | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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
DIME Sample ID: 2022-02-18-4
DIME Test ID: 2022-02-18-4-2
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: 2022-02-21
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 02/18/2022
In-place wet density: 1.96
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 87
General comments (publicly viewable) (Max 1000 characters): Rte 33 Drainage Pad about 10 miles north of Ojai
Test was verified on 2/21/2022 ✔