Summary for Test 2025-07-02-25-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000606 DEA: 081J3004 EFIS: 0818000016 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-90.9/R96.6 |
| Award Date | 12/06/2024 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MOD SIGNAL & LTG SYSTEMS, & COLD PLANE AC PVMT. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR VICTORVILLE FROM APPLE VALLEY INN ROAD TO ROUTE 15/18 SEPARATION |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 07/02/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/02/2025 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 19.5 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 18, PM 95.35, Station: "SW" 11+40 to 11+75, future barrier slab (sidewalk). | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-07-02-25
DIME Test ID: 2025-07-02-25-1
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: 2025-07-21
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: 07/02/2025
Gage No.: 33196
Test No.: 1
Nuclear By: Mohammed Haque
Non-Bias Plan No.: 6
Depth: 6"
Material No.: M070225
Material Type: Subgrade
Impact By: Mohammed Haque
Standard Count Density: 1716 g/cc
Count or Density 1: 1731 g/cc
Count or Density 2: 1856 g/cc
Count or Density 3: 1903 g/cc
Standard Count Moisture: 746 g/cc
Moisture Count 1: 42 g/cc
Moisture Count 2: 39 g/cc
Moisture Count 3: 36 g/cc
Sum of Count or Density: 5490 g/cc
Average of Count or Density: 1830 g/cc
Sum of Moisture Count: 117 g/cc
Average of Moisture Count: 39 g/cc
Count Ratio Density: 1.07
Count Ratio Moisture: 0.05
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 90%
Test was verified on 7/21/2025 ✔