Summary for Test 2026-05-14-26-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000870 DEA: 07369704 EFIS: 0720000023 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-118-12/13.4 |
| Award Date | 04/25/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT SOLDIER PILE WALLS, SLOPE PROTECTION, AND DRAINAGE SYSTEMS. |
| Location Description | VENTURA COUNTY IN SOMIS FROM SAND CANYON ROAD TO 0.1 MILE EAST OF BALCOM CANYON ROAD |
| QA Service Level | 1 (Verified on 03/12/2025) |
Sample Information
| Sample Taken Date | 05/14/2026 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2026 | Sample type | Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 7000 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 | |
| Telephone number of sampler | 310-345-6204 | Laboratory sample identification | 26-1704 |
| 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: 2026-05-14-26
DIME Test ID: 2026-05-14-26-1
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: 2026-05-14
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: 05/14/2026
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 3
Depth: 4
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2170 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 1.96 g/cc
Count or Density 3: 2.15 g/cc
Standard Count Moisture: 640 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.22 g/cc
Sum of Count or Density: 6.23 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 0.57 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 96.6 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): EB VEN Rte. 118
1400 PM Request for 2nd Lift
Sta. 768+00 to Sta. 775+00
Test was verified on 5/14/2026 ✔