Summary for Test 2025-10-22-80-1
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 | 10/22/2025 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 10/22/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 19.9 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| 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, Mainline & Shoulder, 1.90' Below FG, Sta 229+50 - 222+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-22-80
DIME Test ID: 2025-10-22-80-1
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: Fernando Carranza
Date of test: 10/22/2025
Gage No.: 67731
Test No.: 1
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Fernando Carranza
Standard Count Density: 1813 g/cc
Count or Density 1: 1128 g/cc
Count or Density 2: 1027 g/cc
Count or Density 3: 1124 g/cc
Count or Density 4: 886 g/cc
Count or Density 5: 1183 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 68 g/cc
Moisture Count 2: 84 g/cc
Moisture Count 3: 69 g/cc
Moisture Count 4: 135 g/cc
Moisture Count 5: 78 g/cc
Sum of Count or Density: 5348 g/cc
Average of Count or Density: 1070 g/cc
Sum of Moisture Count: 434 g/cc
Average of Moisture Count: 87 g/cc
Count Ratio Density: 0.59
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/19/2026 ✔