Summary for Test 2025-06-03-85-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000026 DEA: 081E3404 EFIS: 0813000215 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-15.9/20.3 |
| Award Date | 03/28/2024 |
| Closeout Date | 10/28/2025 |
| Work Description | BONDED FIBER MATRIX, MINOR STAMPED CONC, ROCK MULCH & ROCK BLANKET. |
| Location Description | RIVERSIDE COUNTY IN WILDOMAR AND LAKE ELSINORE FROM 0.4 MILE SOUTH OF BUNDY CANYON ROAD TO 0.5 MILE NORTH OF GRUNDER DRIVE/FRANKLIN STREET |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 06/03/2025 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 06/03/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 23.4 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 Right Shoulder @ Franklin St, Sta 1048+20 - 1039+90 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-03-85
DIME Test ID: 2025-06-03-85-1
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: 2025-07-02
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 06/03/2025
Gage No.: 36636
Test No.: 1
Nuclear By: Gabriel Ramirez
Non-Bias Plan No.: 8
Depth: 4"
Material No.: N/A
Material Type: Native Subgrade
Impact By: Gabriel Ramirez
Standard Count Density: 1728 g/cc
Count or Density 1: 2094 g/cc
Count or Density 2: 1956 g/cc
Count or Density 3: 2284 g/cc
Count or Density 4: 1970 g/cc
Count or Density 5: 2164 g/cc
Standard Count Moisture: 638 g/cc
Moisture Count 1: 65 g/cc
Moisture Count 2: 91 g/cc
Moisture Count 3: 62 g/cc
Moisture Count 4: 68 g/cc
Moisture Count 5: 66 g/cc
Sum of Count or Density: 10468 g/cc
Average of Count or Density: 2094 g/cc
Sum of Moisture Count: 352 g/cc
Average of Moisture Count: 70 g/cc
Count Ratio Density: 1.21
Count Ratio Moisture: 0.11
Calculated Percent Relative Compaction: 99.5 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 90%
Test was verified on 7/2/2025 ✔