Summary for Test 2025-12-04-16-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001258 DEA: 07355204 EFIS: 0719000009 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-R3.3/21.2 |
| Award Date | 07/15/2025 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION AND PLACE CLASS 3 AGGREGATE BASE. |
| Location Description | VENTURA COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE NORTH OF SHELL ROAD UNDERCROSSING TO 3.5 MILES NORTH OF NORDHOFF RIDGE ROAD |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 12/04/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 12/04/2025 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 570 SF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 25-3798 | 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 | Bid Item | Not set |
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 | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-12-04-16
DIME Test ID: 2025-12-04-16-1
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: 2025-12-04
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/04/2025
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 3
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2223 g/cc
Count or Density 1: 2.2 g/cc
Count or Density 2: 2.12 g/cc
Count or Density 3: 2.14 g/cc
Standard Count Moisture: 645 g/cc
Moisture Count 1: 0.11 g/cc
Moisture Count 2: 0.09 g/cc
Moisture Count 3: 0.09 g/cc
Sum of Count or Density: 6.46 g/cc
Average of Count or Density: 2.15 g/cc
Sum of Moisture Count: 0.29 g/cc
Average of Moisture Count: 0.1 g/cc
Calculated Percent Relative Compaction: 92.4 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): VEN Hwy 33 @ PM 3.79
Location 2
Test was verified on 12/4/2025 ✔