Summary for Test 2022-07-20-9-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 07/20/2022 | Sample Unique Key | 9 |
---|---|---|---|
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 | 07/20/2022 |
Sample type | Quality Assurance | A brief description of the sample | Existing Subgrade |
The quantity of what the sample constitutes | 7,800 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ian | Last name of sampler or witnessed by | Snyder |
Title of sampler | Field Materials Tester | Telephone number of sampler | 15628339318 |
Laboratory sample identification | 22-1841 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Existing Subgrade | 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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | In-placed material | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-07-20-9
DIME Test ID: 2022-07-20-9-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-07-21
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Ian Snyder
Date of test: 07/20/2022
In-place wet density: 2.13
Highest adjust wet density: 2.21
% Moisture: 12.7 %
Optimum Moisture: 16.7 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.13 vs maximum wet density of 2.21.
Test was verified on 7/21/2022 ✔