Summary for Test 2026-08-24-3-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1002274 DEA: 07387304 EFIS: 0722000209 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-46.4 |
| Award Date | 05/06/2026 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY AT 1.1 MILES WEST OF CHARLTON ROAD> |
| QA Service Level | 1 (Verified on 06/10/2026) |
Sample Information
| Sample Taken Date | 08/24/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2026 | Sample type | Acceptance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 6804 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 | 26-2694 |
| 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: 2026-08-24-3
DIME Test ID: 2026-08-24-3-1
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: 2026-08-24
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: 08/24/2026
Gage No.: 60202
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 3
Depth: 12
Material No.: no data
Material Type: Embankment
Impact By: Michelangelo Sese
Standard Count Density: 2163 g/cc
Count or Density 1: 2.26 g/cc
Count or Density 2: 2.28 g/cc
Count or Density 3: 2.3 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 0.12 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.16 g/cc
Sum of Count or Density: 6.84 g/cc
Average of Count or Density: 2.28 g/cc
Sum of Moisture Count: 0.42 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Rte. 2 - Angeles Crest Highway
PM 46.35
Test was verified on 8/24/2026 ✔