Summary for Test 2022-04-06-4-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214819 DEA: 07288304 EFIS: 0700021024 |
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DIST-CO-RTE-PM | 07-LA-60,60,164,210-Var |
Award Date | 03/01/2021 |
Closeout Date | 10/02/2023 |
Work Description | STORM WATER MITIGATION |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
Sample Taken Date | 04/06/2022 | 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 | 04/06/2022 |
Sample type | Department Acceptance | A brief description of the sample | Embankment |
The quantity of what the sample constitutes | 267 yd2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
Title of sampler | TEC | Telephone number of sampler | 2137939321 |
Laboratory sample identification | 22-0700 | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at embankment | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-04-06-4
DIME Test ID: 2022-04-06-4-2
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: 2022-04-07
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 04/06/2022
In-place wet density: 2.2
Highest adjust wet density: 2.26
% Moisture: 7 %
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔