Summary for Test 2025-11-13-59-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000103 DEA: 081J8604 EFIS: 0818000123 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10,15,40,58,60,etc.-Var |
| Award Date | 05/01/2024 |
| Closeout Date | Not set |
| Work Description | MODIFYING CMS SYSTEMS AND FURNISH SIGN STRUCTURE (VERSATILE TRUSS). |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 11/13/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 11/13/2025 |
| Sample type | Acceptance | A brief description of the sample | Imported Class II Aggregate Base |
| The quantity of what the sample constitutes | 23.7 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Nault |
| Title of sampler | 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 | WB SR-210, MVP B/W Mountain Ave & Baseline Rd, PM 0.74 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-11-13-59
DIME Test ID: 2025-11-13-59-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
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: 2026-02-20
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 11/13/2025
Gage No.: 36647
Test No.: 1
Nuclear By: Dylan Nault
Non-Bias Plan No.: 8
Depth: 5"
Material No.: no data
Material Type: Imported Class II Aggregate Base
Impact By: Dylan Nault
Standard Count Density: 1798 g/cc
Count or Density 1: 1675 g/cc
Count or Density 2: 1585 g/cc
Count or Density 3: 1683 g/cc
Standard Count Moisture: 666 g/cc
Moisture Count 1: 59 g/cc
Moisture Count 2: 78 g/cc
Moisture Count 3: 71 g/cc
Sum of Count or Density: 4943 g/cc
Average of Count or Density: 1648 g/cc
Sum of Moisture Count: 208 g/cc
Average of Moisture Count: 69 g/cc
Count Ratio Density: 0.92
Count Ratio Moisture: 0.1
Calculated Percent Relative Compaction: 97 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%
Test was verified on 2/20/2026 ✔