Summary for Test 2025-01-07-46-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995320 DEA: 072XC604 EFIS: 0723000084 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-12.6/16.5, 12.6/23.75 |
| Award Date | 01/11/2023 |
| Closeout Date | Not set |
| Work Description | Remove the mud and debris from the roadway, repair the eroded slopes, clean the drainage systems and basins, repair the damaged shoulders and roadside signs and markers, and fix the compromised drainage system |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 01/07/2025 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/07/2025 | Sample type | Acceptance |
| A brief description of the sample | HWY 33 PM 14.35 | The quantity of what the sample constitutes | 284 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 | (818) 974-8391 | Laboratory sample identification | 25-0077 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Contractor | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | HWY 33 PM 14.35 | |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-07-46
DIME Test ID: 2025-01-07-46-1
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: 2025-02-14
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 01/07/2025
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 7
Depth: 11"
Material No.: Subgrade Backfill
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2165 g/cc
Count or Density 1: 2.18 g/cc
Count or Density 2: 2.12 g/cc
Count or Density 3: 2.13 g/cc
Standard Count Moisture: 618 g/cc
Moisture Count 1: 0.13 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 6.43 g/cc
Average of Count or Density: 2.14 g/cc
Sum of Moisture Count: 0.4 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Notified inspector Abdul Mawardi of result
Test was verified on 2/14/2025 ✔