Summary for Test 2025-11-19-89-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 11/19/2025 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 11/19/2025 |
| Sample type | Acceptance | A brief description of the sample | Native subgrade |
| The quantity of what the sample constitutes | kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jareerattana | Last name of sampler or witnessed by | Sirisujarittham |
| 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 | I-15 SB, Shoulder 2' Below Grade, Sta 237+00 - 257+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-11-19-89
DIME Test ID: 2025-11-19-89-1
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: 2026-03-25
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Jareerattana Sirisujarittham
Date of test: 11/19/2025
Gage No.: 35470
Test No.: 3
Nuclear By: Jareerattana Sirisujarittham
Non-Bias Plan No.: 1
Depth: 12"
Material No.: no data
Material Type: Native Subgrade
Impact By: no data
Standard Count Density: 1711 g/cc
Count or Density 1: 248 g/cc
Count or Density 2: 288 g/cc
Count or Density 3: 279 g/cc
Count or Density 4: 261 g/cc
Count or Density 5: 251 g/cc
Standard Count Moisture: 720 g/cc
Moisture Count 1: 149 g/cc
Moisture Count 2: 177 g/cc
Moisture Count 3: 171 g/cc
Moisture Count 4: 166 g/cc
Moisture Count 5: 157 g/cc
Density: 2.13
Moisture: 0.2
Sum of Count or Density: 1327 g/cc
Average of Count or Density: 265 g/cc
Sum of Moisture Count: 820 g/cc
Average of Moisture Count: 164 g/cc
Count Ratio Density: 0.15
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2026 ✔