Summary for Test 2025-10-10-92-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000102 DEA: 081J8504 EFIS: 0818000122 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-2,10,18,38,138,etc.-Var |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | FURNISH SIGN STRUCTURE AND INSTALL CHANGEABLE MESSAGE SIGN SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 10/10/2025 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 10/10/2025 |
| Sample type | Acceptance | A brief description of the sample | Imported Class II Aggregate Base |
| The quantity of what the sample constitutes | 30.9 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Maqsud | Last name of sampler or witnessed by | Ahmed |
| 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 | SR-18 NB, MVP @ Location 6, Sta 1075+51 - 1076+40 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-10-92
DIME Test ID: 2025-10-10-92-1
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: 2026-02-25
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Maqsud Ahmed
Date of test: 10/10/2025
Gage No.: 36636
Test No.: 1
Nuclear By: Maqsud Ahmed
Non-Bias Plan No.: 1
Depth: 8"
Material No.: no data
Material Type: Imported Class II Aggregate Base
Impact By: Dylan Nault
Standard Count Density: 1701 g/cc
Count or Density 1: 1067 g/cc
Count or Density 2: 1040 g/cc
Count or Density 3: 1115 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 177 g/cc
Moisture Count 2: 214 g/cc
Moisture Count 3: 213 g/cc
Sum of Count or Density: 3222 g/cc
Average of Count or Density: 1074 g/cc
Sum of Moisture Count: 604 g/cc
Average of Moisture Count: 201 g/cc
Count Ratio Density: 0.63
Count Ratio Moisture: 0.31
Calculated Percent Relative Compaction: 98.1 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/25/2026 ✔