Summary for Test 2025-04-01-12-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0/14.1 |
| Award Date | 09/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 04/01/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 142 yd2 |
| 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 | 25-0961 |
| 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 | Subgrade |
|---|---|---|---|
| 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: 2025-04-01-12
DIME Test ID: 2025-04-01-12-1
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: 2025-04-04
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: 04/01/2025
Gage No.: 31104
Test No.: 2
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: 2
Depth: 5''
Material No.: On-Site
Material Type: Subgrade
Impact By: Lou Ralph Achuela
Standard Count Density: 1980 g/cc
Count or Density 1: 1.7 g/cc
Count or Density 2: 1.69 g/cc
Count or Density 3: 1.66 g/cc
Standard Count Moisture: 652 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.2 g/cc
Moisture Count 3: 0.13 g/cc
Sum of Count or Density: 5.05 g/cc
Average of Count or Density: 1.68 g/cc
Sum of Moisture Count: 0.52 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 89.5 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/4/2025 ✔