Summary for Test 2025-06-05-1-1
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 | 06/05/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2025 | Sample type | Acceptance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 1998 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 | 25-1822 |
| 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 | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-05-1
DIME Test ID: 2025-06-05-1-1
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: 2025-06-05
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: 06/05/2025
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 4
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2226 g/cc
Count or Density 1: 1.95 g/cc
Count or Density 2: 1.98 g/cc
Count or Density 3: 1.95 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 0.08 g/cc
Moisture Count 2: 0.08 g/cc
Moisture Count 3: 0.1 g/cc
Sum of Count or Density: 5.88 g/cc
Average of Count or Density: 1.96 g/cc
Sum of Moisture Count: 0.26 g/cc
Average of Moisture Count: 0.09 g/cc
Calculated Percent Relative Compaction: 89.5 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 710 @ Wardlow OC
Slope Paving Section under Bridge Structure
Test was verified on 6/5/2025 ✔