Summary for Test 2024-09-05-45-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995379 DEA: 072XF704 EFIS: 0723000127 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-44.2/57.2 |
| Award Date | 03/02/2023 |
| Closeout Date | 05/08/2026 |
| Work Description | Reconstruct slopes, place RSP, clean drainage systems |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 09/05/2024 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/05/2024 | Sample type | Acceptance |
| A brief description of the sample | Ven-33 at postmile 44.11 | The quantity of what the sample constitutes | 226 sy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Caesar |
| Last name of sampler or witnessed by | Ramirez | Title of sampler | TRANSPORTATION ENGINEER CIVIL |
| Telephone number of sampler | 8189748391 | Laboratory sample identification | 24-2696 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | R&R Demo | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Ven-33 at postmile 44.11 | |
| 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: 2024-09-05-45
DIME Test ID: 2024-09-05-45-1
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: 2024-09-18
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 09/05/2024
Gage No.: 63090
Test No.: 2
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 3
Depth: 12"
Material No.: Native
Material Type: Embankment
Impact By: Caesar Ramirez
Standard Count Density: 2242 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.18 g/cc
Count or Density 3: 2.17 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 0.21 g/cc
Moisture Count 2: 0.18 g/cc
Moisture Count 3: 0.2 g/cc
Sum of Count or Density: 7 g/cc
Average of Count or Density: 2 g/cc
Sum of Moisture Count: 1 g/cc
Average of Moisture Count: 0 g/cc
Count Ratio Density: 0
Count Ratio Moisture: 0
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Notified Inspector Nidal Branbo for the test results
Test was verified on 9/18/2024 ✔