Summary for Test 2023-02-10-1-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
---|---|
DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
Award Date | 12/19/2019 |
Closeout Date | 05/07/2024 |
Work Description | REPLACE CONCRETE BARRIERS. |
Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
Sample Taken Date | 02/10/2023 | Sample Unique Key | 1 |
---|---|---|---|
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 | 02/10/2023 |
Sample type | Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 2500 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 | 23-0157 | 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: 2023-02-10-1
DIME Test ID: 2023-02-10-1-2
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: 2023-02-10
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 02/10/2023
In-place wet density: 2.05
Highest adjust wet density: 2.15
% Moisture: 11.2 %
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): Rte. 101 Median
South of Haskell Ave.
Sta. 931+00 to Sta. 941+00
Test was verified on 2/10/2023 ✔