Summary for Test 2022-12-01-8-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 993607 DEA: 07322604 EFIS: 0716000057 |
---|---|
DIST-CO-RTE-PM | 07-LA-210-R41.3/R44.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER. |
Location Description | LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
Sample Taken Date | 12/01/2022 | Sample Unique Key | 8 |
---|---|---|---|
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 | 12/01/2022 |
Sample type | Department Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 560 SF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 22-3126 | 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 | Subgrade |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-12-01-8
DIME Test ID: 2022-12-01-8-2
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: 2022-12-02
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/01/2022
In-place wet density: 1.97
Highest adjust wet density: 2.21
% Moisture: 11.1 %
Optimum Moisture: no data
Relative compaction: 89
General comments (publicly viewable) (Max 1000 characters): MVP Located @
EB Rte. 210 Sunflower Off-Ramp
Sta. 92+09 to Sta. 92+89
Test was verified on 12/2/2022 ✔