Summary for Test 2024-10-18-6-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994758 DEA: 061E6704 EFIS: 0622000081 |
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DIST-CO-RTE-PM | 06--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 10/18/2024 | Sample Unique Key | 6 |
---|---|---|---|
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 | 10/18/2024 |
Sample type | Acceptance | A brief description of the sample | Deeomposed Granite |
The quantity of what the sample constitutes | 40 lbs Decomposed Granite | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Collected at jobsite | 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 | CTM 231 test location | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-10-18-6
DIME Test ID: 2024-10-18-6-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-10-18
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/18/2024
In-place wet density: 1.80
Highest adjust wet density: 2.13
% Moisture: 0.0 %
Optimum Moisture: 0.0 %
Relative compaction: 85
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-1E6704_37000_241018_2 | 101.73 KB | 10/18/2024 | 2024-10-18-6-2 | Info |
Test was verified on 10/18/2024 ✔