Summary for Test 2025-05-02-45-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995361 DEA: 072XF604 EFIS: 0723000126 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-24.25/27.3 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 05/02/2025 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/02/2025 | Sample type | Acceptance |
| A brief description of the sample | Retaining Wall No. 2475L sta. 10+00-11+80 | The quantity of what the sample constitutes | 400 sy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sopheak |
| Last name of sampler or witnessed by | Chong | Title of sampler | TEC |
| Telephone number of sampler | 2138170174 | Laboratory sample identification | 25-1417 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | NA | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Retaining Wall No. 2475L sta. 10+00-11+80 | |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | various Embankment | A detailed description of where the material sample was collected | Jobsite |
| Where the material sample would have been placed if not sampled | Jobsite |
Test Details
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DIME Sample ID: 2025-05-02-45
DIME Test ID: 2025-05-02-45-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-05-15
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 05/15/2025
Gage No.: 60137
Test No.: 1
Nuclear By: Sopheak Chong
Non-Bias Plan No.: 2
Depth: 12"
Material No.: Native
Material Type: Embankment
Impact By: Sopheak Chong
Standard Count Density: 2180 g/cc
Count or Density 1: 2.22 g/cc
Count or Density 2: 2.24 g/cc
Count or Density 3: 2.22 g/cc
Standard Count Moisture: 652 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.19 g/cc
Moisture Count 3: 0.18 g/cc
Sum of Count or Density: 6.68 g/cc
Average of Count or Density: 2.23 g/cc
Sum of Moisture Count: 0.56 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2025 ✔