Summary for Test 2022-10-20-60-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993162 DEA: 07319104 EFIS: 0716000017 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-R11.8 |
| Award Date | 02/10/2022 |
| Closeout Date | 01/11/2024 |
| Work Description | ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR |
| QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
| Sample Taken Date | 10/20/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/20/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | 6400 sq. ft. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ian | Last name of sampler or witnessed by | Snyder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 22-2817 | 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 | Bid Item | Not set |
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 | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-10-20-60
DIME Test ID: 2022-10-20-60-2
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: 2022-11-04
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Ian Snyder
Date of test: 10/20/2022
In-place wet density: 1.71
Highest adjust wet density: 2.00
% Moisture: 5.6 %
Optimum Moisture: 11.6 %
Relative compaction: 86
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2022 ✔