Summary for Test 2025-12-01-54-3
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000081 DEA: 081J5404 EFIS: 0818000069 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-2.4 |
| Award Date | 04/02/2025 |
| Closeout Date | Not set |
| Work Description | CB, JPCP (RSC), STRUCTURAL CONCRETE AND MODIFYING LIGHTING SYSTEMS. |
| Location Description | SAN BERNARDINO COUNTY IN ONTARIO AT ROUTE 10/15 SEPARATION |
| QA Service Level | 1 (Verified on 02/06/2024) |
Sample Information
| Sample Taken Date | 12/01/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 12/01/2025 |
| Sample type | Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 25.7 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 Locations | 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 | I-15 SB to I-10 EB Connector, Retaining Wall 302 Footing, Sta 134+04 - 135+42 | |
| Where the material sample would have been placed if not sampled |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-12-01-54
DIME Test ID: 2025-12-01-54-3
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: 2026-03-09
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: 12/01/2025
Gage No.: 36636
Test No.: 1
Nuclear By: Maqsud Ahmed
Non-Bias Plan No.: 1
Depth: 8"
Material No.: no data
Material Type: Structural Backfill
Impact By: Gabriel Ramirez
Standard Count Density: 1681 g/cc
Count or Density 1: 1256 g/cc
Count or Density 2: 1286 g/cc
Count or Density 3: 1089 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 109 g/cc
Moisture Count 2: 133 g/cc
Moisture Count 3: 149 g/cc
Sum of Count or Density: 3631 g/cc
Average of Count or Density: 1210 g/cc
Sum of Moisture Count: 391 g/cc
Average of Moisture Count: 130 g/cc
Count Ratio Density: 0.72
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 91.3 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2026 ✔