Summary for Test 2023-02-16-23-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
| Award Date | 05/11/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
| QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
| Sample Taken Date | 02/16/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/17/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Structural back fill | The quantity of what the sample constitutes | DS #7 Wing wall |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tomas |
| Last name of sampler or witnessed by | Silva | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | DS 7 | |
| Bid Item | Not set |
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 | North of wingwall | |
| Where the material sample would have been placed if not sampled | North of wingwall |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-02-16-23
DIME Test ID: 2023-02-16-23-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2023-02-21
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Allen Oliver
Date of test: 02/16/2023
Sum of Count or Density: 3548 g/cc
Average of Count or Density: 1182 g/cc
Sum of Moisture Count: 448 g/cc
Average of Moisture Count: 149 g/cc
Count Ratio Density: 0.59
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Max 2.15
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0332 | JPG | 5040.71 KB | 02/21/2023 | 2023-02-16-23-1 | Info |
Test was verified on 2/21/2023 ✔