Summary for Test 2025-09-19-84-1
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 | 09/19/2025 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 09/19/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade, Retest |
| The quantity of what the sample constitutes | 24.6 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Gabriel | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2025-09-17-105 | |
| 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 | I-15 SB to I-10 EB Connector, Retaining Wall Footing 302, Sta 134+05 - 137+66 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-09-19-84
DIME Test ID: 2025-09-19-84-1
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: 2026-02-26
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 09/19/2025
Gage No.: 36636
Test No.: 1
Nuclear By: Gabriel Ramirez
Non-Bias Plan No.: 4
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Gabriel Ramirez
Standard Count Density: 1704 g/cc
Count or Density 1: 1455 g/cc
Count or Density 2: 1588 g/cc
Count or Density 3: 1149 g/cc
Standard Count Moisture: 642 g/cc
Moisture Count 1: 118 g/cc
Moisture Count 2: 88 g/cc
Moisture Count 3: 95 g/cc
Sum of Count or Density: 4192 g/cc
Average of Count or Density: 1397 g/cc
Sum of Moisture Count: 301 g/cc
Average of Moisture Count: 100 g/cc
Count Ratio Density: 0.82
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 91 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/26/2026 ✔