Summary for Test 2026-01-19-11-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 01/19/2026 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 01/19/2026 |
| Sample type | Acceptance | A brief description of the sample | Native subgrade Embankment |
| The quantity of what the sample constitutes | CCB Abut4 Embankment | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Engen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 260119-19KE | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Atkinson | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3857433 |
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 | Between CCB Abut 4 L&R - 1361+30-1361+50 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-01-19-11
DIME Test ID: 2026-01-19-11-1
Testing Lab: CT D05 - Whitley Gardens 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: 2026-02-04
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 01/19/2026
Gage No.: 30589
Test No.: 260119.19KE
Nuclear By: K. Engen
Non-Bias Plan No.: 3
Depth: 8"
Material No.: Native Subgrade
Material Type: Native Subgrade
Impact By: K. Engen
Standard Count Density: 1599 g/cc
Count or Density 1: 1030 g/cc
Count or Density 2: 938 g/cc
Count or Density 3: 1619 g/cc
Standard Count Moisture: 655 g/cc
Moisture Count 1: 213 g/cc
Moisture Count 2: 212 g/cc
Moisture Count 3: 157 g/cc
Sum of Count or Density: 3587 g/cc
Average of Count or Density: 1196 g/cc
Sum of Moisture Count: 582 g/cc
Average of Moisture Count: 194 g/cc
Count Ratio Density: 0.75
Count Ratio Moisture: 0.3
Calculated Percent Relative Compaction: 92.3 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/4/2026 ✔