Summary for Test 2022-10-18-55-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993122 DEA: 07322304 EFIS: 0716000054 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-22.8 |
| Award Date | 10/04/2021 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT AND REPLACE BRIDGE RAILS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/04/2021) |
Sample Information
| Sample Taken Date | 10/18/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 10/18/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Soil for Subgrade. |
| The quantity of what the sample constitutes | 45 yd2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
| Title of sampler | TEC | Telephone number of sampler | 2137939321 |
| Laboratory sample identification | 22-2767 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | From various locations at subgrade. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-10-18-55
DIME Test ID: 2022-10-18-55-2
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: 2022-10-27
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 10/18/2022
In-place wet density: 1.91
Highest adjust wet density: 2.12
% Moisture: 7.5 %
Optimum Moisture: 9.5 %
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2022 ✔