Summary for Test 2026-06-16-70-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000604 DEA: 07355604 EFIS: 0719000014 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-105-R2.0 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT A MAINTENANCE EQUIPMENT TRAINING CENTER. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT 0.1 MILE WEST OF ROUTE 105/405 SEPARATION |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 06/16/2026 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/16/2026 | Sample type | Acceptance |
| A brief description of the sample | Soil for Subgrade | The quantity of what the sample constitutes | 87 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Lou Ralph |
| Last name of sampler or witnessed by | Achuela | Title of sampler | TET |
| Telephone number of sampler | 2138170504 | Laboratory sample identification | 26-2073 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/A | |
| 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 | From various locations at subgrade | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-06-16-70
DIME Test ID: 2026-06-16-70-1
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: 2026-06-24
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 06/16/2026
Gage No.: 31104
Test No.: 1
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: N/A
Depth: 11''
Material No.: On-Site
Material Type: Subgrade
Impact By: Lou Ralph Achuela
Standard Count Density: 1924 g/cc
Count or Density 1: 1.85 g/cc
Count or Density 2: 1.88 g/cc
Count or Density 3: 1.99 g/cc
Standard Count Moisture: 657 g/cc
Moisture Count 1: 0.3 g/cc
Moisture Count 2: 0.28 g/cc
Moisture Count 3: 0.31 g/cc
Sum of Count or Density: 5.72 g/cc
Average of Count or Density: 1.91 g/cc
Sum of Moisture Count: 0.89 g/cc
Average of Moisture Count: 0.3 g/cc
Calculated Percent Relative Compaction: 87.9 %
Reported Percent Relative Compaction: 88 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2026 ✔