Summary for Test 2025-09-29-95-1
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 | 09/29/2025 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2025 | Sample type | Acceptance |
| A brief description of the sample | Class II Aggregate Base | 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 | Winchester Rd to I-15 SB On-Ramp Shoulder, 1.7' Below Grade, Sta 290+00 - 311+50 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-09-29-95
DIME Test ID: 2025-09-29-95-1
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: 2026-03-18
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: 09/29/2025
Gage No.: 35470
Test No.: 6
Nuclear By: Jareerattana Sirisujarittham
Non-Bias Plan No.: 1
Depth: 12"
Material No.: no data
Material Type: Class II Aggregate Base
Impact By: no data
Standard Count Density: 1711 g/cc
Count or Density 1: 230 g/cc
Count or Density 2: 229 g/cc
Count or Density 3: 232 g/cc
Count or Density 4: 221 g/cc
Count or Density 5: 225 g/cc
Standard Count Moisture: 729 g/cc
Moisture Count 1: 68 g/cc
Moisture Count 2: 65 g/cc
Moisture Count 3: 62 g/cc
Moisture Count 4: 67 g/cc
Moisture Count 5: 69 g/cc
Density: 2.21
Moisture: 0.06
Sum of Count or Density: 1137 g/cc
Average of Count or Density: 227 g/cc
Sum of Moisture Count: 331 g/cc
Average of Moisture Count: 66 g/cc
Count Ratio Density: 0.13
Count Ratio Moisture: 0.09
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/18/2026 ✔