Summary for Test 2022-02-02-7-1
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 | Not set |
| Closeout Date | Not set |
| 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 | 02/02/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 02/02/2022 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | na | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | LR | Last name of sampler or witnessed by | Collier |
| Title of sampler | TET | Telephone number of sampler | 14242327257 |
| Laboratory sample identification | 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 | EB 210 Polk off ramp MVP 7 |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | at test holes around MVP | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-02-02-7
DIME Test ID: 2022-02-02-7-1
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: 2022-02-02
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 02/02/2022
In-place wet density: 2.06
Highest adjust wet density: 2.17
% Moisture: 5.3 %
Optimum Moisture: 7.3 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/2/2022 ✔