Summary for Test 2024-12-23-37-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000580 DEA: 071XW104 EFIS: 0723000028 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VENTURA COUNTY IN CITY OF FILLMORE VEN-126REPLACE/CONSTRUCT THE FILLMORE MAINTENANCESTATION DAMAGED BY HIGH WINDS DIR\\'S EMERGENCY |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 12/23/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/23/2024 | Sample type | Acceptance |
| A brief description of the sample | Maintenance station wash rack subgrade | The quantity of what the sample constitutes | 445 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 | 24-3972 |
| 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 | Maintenance station wash rack subgrade | |
| 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: 2024-12-23-37
DIME Test ID: 2024-12-23-37-1
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: 2025-01-30
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: 12/23/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 10
Depth: 12"
Material No.: Native
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2160 g/cc
Count or Density 1: 1.88 g/cc
Count or Density 2: 1.94 g/cc
Count or Density 3: 1.96 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 0.09 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.08 g/cc
Sum of Count or Density: 5.78 g/cc
Average of Count or Density: 1.93 g/cc
Sum of Moisture Count: 0.27 g/cc
Average of Moisture Count: 0.09 g/cc
Calculated Percent Relative Compaction: 84.6 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters): Notified inspector Aziz Maghsoudloo of result
Test was verified on 1/30/2025 ✔