Summary for Test 2022-01-21-7-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 215108 DEA: 07337604 EFIS: 0717000036 |
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DIST-CO-RTE-PM | 07-LA-14-R28.9/R29.2 |
Award Date | 10/15/2020 |
Closeout Date | 05/04/2023 |
Work Description | REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM. |
Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 01/21/2022 | Sample Unique Key | 7 |
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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 | 01/21/2022 |
Sample type | Acceptance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 350 sqft | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Chotibhongs |
Title of sampler | MREA | Telephone number of sampler | 2138170387 |
Laboratory sample identification | 22-0102 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | On-Site | 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 | |
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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: 2022-01-21-7
DIME Test ID: 2022-01-21-7-1
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: 2022-01-25
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 01/21/2022
In-place wet density: 2.01
Highest adjust wet density: 2.21
% Moisture: 9.2 %
Optimum Moisture: 9.2 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/25/2022 ✔