Summary for Test 2023-06-14-31-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994294 DEA: 07204904 EFIS: 0717000022 |
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DIST-CO-RTE-PM | 07-LA-405-39.1 |
Award Date | 12/12/2022 |
Closeout Date | Not set |
Work Description | WIDEN THE ON-RAMP AND MODIFY ELECTRICAL SYSTEM. |
Location Description | THE CITY AND COUNTY OF LOS ANGELES AT VENTURA BOULEVARD ON RAMP |
QA Service Level | 1 (Verified on 10/06/2022) |
Sample Information
Sample Taken Date | 06/14/2023 | Sample Unique Key | 31 |
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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 | 06/14/2023 |
Sample type | Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 85 sq. yd. approx. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
Title of sampler | MREA | Telephone number of sampler | 12133581518 |
Laboratory sample identification | 23-0844 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Powell General Engineering Contractor | 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 | From various locations at subgrade. | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-06-14-31
DIME Test ID: 2023-06-14-31-2
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: 2023-06-15
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 06/14/2023
In-place wet density: 1.89
Highest adjust wet density: 2.04
% Moisture: 18.1 %
Optimum Moisture: 20.1 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2023 ✔