Summary for Test 2025-11-20-26-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995493 DEA: 081G6704 EFIS: 0816000049 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-5.4/11.4 |
| Award Date | 05/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CONCRETE AND ROADWAY EXC. |
| Location Description | RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH OF PAUBA ROAD |
| QA Service Level | 1 (Verified on 12/18/2023) |
Sample Information
| Sample Taken Date | 11/20/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 11/20/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 22.7 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Maqsud | Last name of sampler or witnessed by | Ahmed |
| 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 | Rte 79 SB, RW 349, Sta 353+26 - 355+76 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-11-20-26
DIME Test ID: 2025-11-20-26-1
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: 2026-02-17
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Maqsud Ahmed
Date of test: 11/20/2025
Gage No.: 36648
Test No.: 1
Nuclear By: Maqsud Ahmed
Non-Bias Plan No.: 8
Depth: 5"
Material No.: no data
Material Type: Native Subgrade
Impact By: Maqsud Ahmed
Standard Count Density: 1788 g/cc
Count or Density 1: 1964 g/cc
Count or Density 2: 1999 g/cc
Count or Density 3: 2095 g/cc
Standard Count Moisture: 642 g/cc
Moisture Count 1: 183 g/cc
Moisture Count 2: 196 g/cc
Moisture Count 3: 217 g/cc
Sum of Count or Density: 6058 g/cc
Average of Count or Density: 2019 g/cc
Sum of Moisture Count: 596 g/cc
Average of Moisture Count: 199 g/cc
Count Ratio Density: 1.13
Count Ratio Moisture: 0.31
Calculated Percent Relative Compaction: 89.1 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%
Test was verified on 2/17/2026 ✔