Summary for Test 2025-11-03-100-1
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 | 11/03/2025 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 | 11/03/2025 |
| Sample type | Acceptance | A brief description of the sample | Class II Aggregate Base |
| The quantity of what the sample constitutes | 24.0 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 | I-15 SB, RW 247L Lift 3, Sta 12+00 - 21+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-11-03-100
DIME Test ID: 2025-11-03-100-1
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: 2026-03-19
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: 11/03/2025
Gage No.: 36647
Test No.: 1
Nuclear By: Dylan Nault
Non-Bias Plan No.: 10
Depth: 8"
Material No.: no data
Material Type: Class II Aggregate Base
Impact By: Dylan Nault
Standard Count Density: 1810 g/cc
Count or Density 1: 1371 g/cc
Count or Density 2: 1317 g/cc
Count or Density 3: 1149 g/cc
Count or Density 4: 1228 g/cc
Count or Density 5: 899 g/cc
Standard Count Moisture: 602 g/cc
Moisture Count 1: 194 g/cc
Moisture Count 2: 175 g/cc
Moisture Count 3: 180 g/cc
Moisture Count 4: 165 g/cc
Moisture Count 5: 126 g/cc
Sum of Count or Density: 5964 g/cc
Average of Count or Density: 1193 g/cc
Sum of Moisture Count: 840 g/cc
Average of Moisture Count: 168 g/cc
Count Ratio Density: 0.66
Count Ratio Moisture: 0.28
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/19/2026 ✔