Summary for Test 2025-09-25-43-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000663 DEA: 081J3304 EFIS: 0818000019 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,-15-160.9/161.5 |
| Award Date | 12/24/2024 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK. |
| Location Description | SAN BERNARDINO COUNTY NEAR MOUNTAIN PASS FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF VALLEY WELLS SAFETY ROADSIDE REST AREA |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 09/25/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2025 | Sample type | Acceptance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 13.4 kg |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mohammed |
| Last name of sampler or witnessed by | Haque | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | |
| 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 | Rte 15, PM 160.5, Subgrade of Septic Tank. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-09-25-43
DIME Test ID: 2025-09-25-43-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2025-09-26
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mohammed Haque
Date of test: 09/25/2025
Gage No.: 33197
Test No.: 1
Nuclear By: Mohammed Haque
Non-Bias Plan No.: 6
Depth: 6"
Material No.: M092525
Material Type: Subgrade
Impact By: Mohammed Haque
Standard Count Density: 1742 g/cc
Count or Density 1: 1785 g/cc
Count or Density 2: 1789 g/cc
Count or Density 3: 1783 g/cc
Standard Count Moisture: 581 g/cc
Moisture Count 1: 95 g/cc
Moisture Count 2: 94 g/cc
Moisture Count 3: 91 g/cc
Sum of Count or Density: 5357 g/cc
Average of Count or Density: 1786 g/cc
Sum of Moisture Count: 280 g/cc
Average of Moisture Count: 93 g/cc
Count Ratio Density: 1.03
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 91.2 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%
Test was verified on 9/26/2025 ✔