Summary for Test 2022-01-26-2-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 01/26/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 01/26/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 300 SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | NATHAN | Last name of sampler or witnessed by | OGBASELIASIE |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | 01262022TEST 02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOBSITE | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-01-26-2
DIME Test ID: 2022-01-26-2-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-01-28
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: NATHAN OGBASELIASIE
Date of test: 01/26/2022
In-place wet density: no data
Highest adjust wet density: no data
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2022 ✔