Summary for Test 2023-02-06-19-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 993442 DEA: 07323304 EFIS: 0716000063 |
---|---|
DIST-CO-RTE-PM | 07-LA-60-R28.0/R30.4 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | INSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT. |
Location Description | LOS ANGLES COUNTY IN POMONA AT VARIOUS LOCATIONS FROM PHILLIPS RANCH ROAD OVERCROSSING TO 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 12/16/2021) |
Sample Information
Sample Taken Date | 02/06/2023 | Sample Unique Key | 19 |
---|---|---|---|
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 | 02/06/2023 |
Sample type | Acceptance | A brief description of the sample | Soil for Subgrade. |
The quantity of what the sample constitutes | 114 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 | 23-0123 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | 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 | Subgrade | 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: 2023-02-06-19
DIME Test ID: 2023-02-06-19-2
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: 2023-02-13
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 02/06/2023
In-place wet density: 1.91
Highest adjust wet density: 2.05
% Moisture: 20.6 %
Optimum Moisture: 20.6 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/13/2023 ✔