Summary for Test 2024-06-03-14-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 995157 DEA: 07353904 EFIS: 0718000307 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-17.6 |
| Award Date | 12/04/2023 |
| Closeout Date | Not set |
| Work Description | SEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE. |
| Location Description | LOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION |
| QA Service Level | 1 (Verified on 09/18/2023) |
Sample Information
| Sample Taken Date | 06/03/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 06/03/2024 |
| Sample type | Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 600 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 | 24-1267 | 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 | Structural Backfill |
|---|---|---|---|
| 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
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DIME Sample ID: 2024-06-03-14
DIME Test ID: 2024-06-03-14-2
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: 2024-06-03
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 06/03/2024
In-place wet density: 2.12
Highest adjust wet density: 2.21
% Moisture: 7.5 %
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): Rte. 107 under Rte. 405
Bent 4, Column 1, 2, 3, 4
Test was verified on 6/3/2024 ✔