Summary for Test 2022-02-03-8-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215456 DEA: 07293604 EFIS: 0713000238 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-14.3/15.8 |
| Award Date | 05/26/2021 |
| Closeout Date | 07/03/2025 |
| Work Description | CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS. |
| Location Description | LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET |
| QA Service Level | 1 (Verified on 07/07/2021) |
Sample Information
| Sample Taken Date | 02/03/2022 | 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 | 02/03/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Soil for Embankment |
| The quantity of what the sample constitutes | 362 CY | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
| Title of sampler | TEC | Telephone number of sampler | 8182096574 |
| Laboratory sample identification | 22-0189 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ortiz Enterprises | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at Embankment | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-02-03-8
DIME Test ID: 2022-02-03-8-2
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: 2022-02-04
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 02/03/2022
In-place wet density: 2.03
Highest adjust wet density: 2.19
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): SB Rte 405 at Van Ness and Western Embankment from Sta 773+50 to 777+00
Test was verified on 2/4/2022 ✔