Summary for Test 2025-12-17-92-1
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 | 12/17/2025 | Sample Unique Key | 92 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/17/2025 | Sample type | Acceptance |
| A brief description of the sample | Class II Aggregate Base | The quantity of what the sample constitutes | 25.0 kg |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Gabriel |
| Last name of sampler or witnessed by | Ramirez | 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 Median 6' Below FG, Sta 284+00 - 284+80 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-12-17-92
DIME Test ID: 2025-12-17-92-1
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: 2026-03-30
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 12/17/2025
Gage No.: 36636
Test No.: 1
Nuclear By: Gabriel Ramirez
Non-Bias Plan No.: 10
Depth: 5"
Material No.: no data
Material Type: Class II Aggregate Base
Impact By: Dylan Nault
Standard Count Density: 1700 g/cc
Count or Density 1: 1628 g/cc
Count or Density 2: 1755 g/cc
Count or Density 3: 1498 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 87 g/cc
Moisture Count 2: 84 g/cc
Moisture Count 3: 73 g/cc
Sum of Count or Density: 4881 g/cc
Average of Count or Density: 1627 g/cc
Sum of Moisture Count: 244 g/cc
Average of Moisture Count: 81 g/cc
Count Ratio Density: 0.96
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/30/2026 ✔