Summary for Test 2025-10-01-102-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995493 DEA: 081G6704 EFIS: 0816000049 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-5.4/11.4 |
| Award Date | 05/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CONCRETE AND ROADWAY EXC. |
| Location Description | RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH OF PAUBA ROAD |
| QA Service Level | 1 (Verified on 12/18/2023) |
Sample Information
| Sample Taken Date | 10/01/2025 | Sample Unique Key | 102 |
|---|---|---|---|
| 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 | 10/01/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 29.2 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 | Rte 79 SB Right Shoulder, Sta 1191+00 - 1203+88 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-01-102
DIME Test ID: 2025-10-01-102-1
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: 2026-02-17
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 10/01/2025
Gage No.: 36647
Test No.: 1
Nuclear By: Dylan Nault
Non-Bias Plan No.: 5
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Dylan Nault
Standard Count Density: 1809 g/cc
Count or Density 1: 1402 g/cc
Count or Density 2: 1320 g/cc
Count or Density 3: 1371 g/cc
Count or Density 4: 1869 g/cc
Count or Density 5: 1845 g/cc
Standard Count Moisture: 665 g/cc
Moisture Count 1: 112 g/cc
Moisture Count 2: 106 g/cc
Moisture Count 3: 57 g/cc
Moisture Count 4: 56 g/cc
Moisture Count 5: 58 g/cc
Sum of Count or Density: 7807 g/cc
Average of Count or Density: 1561 g/cc
Sum of Moisture Count: 389 g/cc
Average of Moisture Count: 78 g/cc
Count Ratio Density: 0.86
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 88.7 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%
Test was verified on 2/17/2026 ✔