Summary for Test 2026-08-25-39-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001622 DEA: 081M5604 EFIS: 0821000140 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-210-R24.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | STR CONC RW, STR EXC (RW), RDWY EXC, JPCP (RSC) AND STR BKF (RW). |
| Location Description | SAN BERNARDINO COUNTY IN SAN BERNARDINO AT WATERMAN AVENUE EASTBOUND EXIT RAMP |
| QA Service Level | 1 (Verified on 09/22/2025) |
Sample Information
| Sample Taken Date | 08/25/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/25/2026 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 24.1 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Jarquin |
| 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 | SR-210 EB to Waterman Ave Off-Ramp Back of Retaining Wall, Sta 14+42 - 15+76 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-08-25-39
DIME Test ID: 2026-08-25-39-1
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: 2026-08-27
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Robert Jarquin
Date of test: 08/25/2026
Gage No.: 36647
Test No.: 8
Nuclear By: Robert Jarquin
Non-Bias Plan No.: 8
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Dylan Nault
Standard Count Density: 1791 g/cc
Count or Density 1: 1041 g/cc
Count or Density 2: 978 g/cc
Count or Density 3: 1012 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 112 g/cc
Moisture Count 2: 117 g/cc
Moisture Count 3: 149 g/cc
Sum of Count or Density: 3031 g/cc
Average of Count or Density: 1010 g/cc
Sum of Moisture Count: 378 g/cc
Average of Moisture Count: 126 g/cc
Count Ratio Density: 0.56
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2026 ✔