Summary for Test 2022-04-15-3-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
---|---|
DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | 04/03/2020 |
Closeout Date | 06/06/2024 |
Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
Sample Taken Date | 04/15/2022 | Sample Unique Key | 3 |
---|---|---|---|
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 | 04/15/2022 |
Sample type | Department Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 360 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 | 22-0818 | 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: 2022-04-15-3
DIME Test ID: 2022-04-15-3-2
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: 2022-04-15
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/15/2022
In-place wet density: 2.22
Percentage passing 3/4 in. sieve: 83 %
Percentage retained on 3/4 in. sieve: 17 %
Specific gravity of material passing 3/4 in. sieve: 2.22
Specific gravity of material retained on 3/4 in. sieve: 2.63 %
% Moisture: 6.1 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1
Corrected density: 2.28
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/15/2022 ✔