Summary for Test 2026-03-24-50-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1002080 DEA: 081T4604 EFIS: 0826000072 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-330-34/42 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/08/2026) |
Sample Information
| Sample Taken Date | 03/24/2026 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 03/17/2026 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 17.9 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Nault |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 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 | 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 | SR-330 Downbound, Slope Area of Drainage Pipe @ PM 34.70, 7' Above Drainage Pipe | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-24-50
DIME Test ID: 2026-03-24-50-1
Testing Lab: CT D08 - Fontana Field Testing 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: 2026-04-09
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 03/24/2026
Gage No.: 30692
Test No.: 1
Nuclear By: Dylan Nault
Non-Bias Plan No.: 1
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Dylan Nault
Standard Count Density: 1651 g/cc
Count or Density 1: 869 g/cc
Count or Density 2: 921 g/cc
Count or Density 3: 852 g/cc
Standard Count Moisture: 623 g/cc
Moisture Count 1: 151 g/cc
Moisture Count 2: 143 g/cc
Moisture Count 3: 151 g/cc
Sum of Count or Density: 2642 g/cc
Average of Count or Density: 881 g/cc
Sum of Moisture Count: 445 g/cc
Average of Moisture Count: 148 g/cc
Count Ratio Density: 0.53
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 92.9 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2026 ✔