Summary for Test 2026-01-08-46-1
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 | 01/08/2026 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 01/08/2026 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 18.9 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Eriberto | Last name of sampler or witnessed by | Aragon |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2025-11-20-26 | |
| 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, RW 359, Sta 358+58 - 360+18 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-01-08-46
DIME Test ID: 2026-01-08-46-1
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: 2026-04-01
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Eriberto Aragon
Date of test: 01/08/2026
Gage No.: 80489
Test No.: 1
Nuclear By: Eriberto Aragon
Non-Bias Plan No.: 1
Depth: 12"
Material No.: no data
Material Type: Native Subgrade
Impact By: Eriberto Aragon
Standard Count Density: 2123 g/cc
Count or Density 1: 310 g/cc
Count or Density 2: 329 g/cc
Count or Density 3: 400 g/cc
Standard Count Moisture: 804 g/cc
Moisture Count 1: 270 g/cc
Moisture Count 2: 237 g/cc
Moisture Count 3: 238 g/cc
Sum of Count or Density: 1039 g/cc
Average of Count or Density: 346 g/cc
Sum of Moisture Count: 745 g/cc
Average of Moisture Count: 248 g/cc
Count Ratio Density: 0.16
Count Ratio Moisture: 0.31
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2026 ✔