Summary for Test 2025-06-27-10-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001288 DEA: 041X1004 EFIS: 0424000249 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-9-4.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/05/2025) |
Sample Information
| Sample Taken Date | 06/27/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 06/27/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 2600g | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Vega |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | SJ-062725-SG1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Native Material | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope | 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 | Jobsite - Compacted Native Subgrade | |
| Where the material sample would have been placed if not sampled |
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: 2025-06-27-10
DIME Test ID: 2025-06-27-10-1
Testing Lab: CT D04 - San Jose Construction 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: 2025-06-27
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Fernando Vega
Date of test: 06/27/2025
Sum of Count or Density: 107850 g/cc
Average of Count or Density: 35950 g/cc
Sum of Moisture Count: 8633 g/cc
Average of Moisture Count: 2878 g/cc
Calculated Percent Relative Compaction: 96.1 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope
Test was verified on 6/30/2025 ✔