Summary for Test 2026-03-23-57-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-215-40.5/42.7 |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE. |
| Location Description | RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 03/23/2026 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2026 | Sample type | Acceptance |
| A brief description of the sample | Class II Aggregate Base | The quantity of what the sample constitutes | 22.4 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 | Blaine St to NB I-215 On-Ramp, Blaine St Curb Ramp 6" BFG, PM 41.50/42.18 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-23-57
DIME Test ID: 2026-03-23-57-1
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: 2026-04-08
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: 03/23/2026
Gage No.: 36636
Test No.: 2
Nuclear By: Gabriel Ramirez
Non-Bias Plan No.: 9
Depth: 5"
Material No.: no data
Material Type: Native Subgrade
Impact By: Gabriel Ramirez
Standard Count Density: 1693 g/cc
Count or Density 1: 2077 g/cc
Count or Density 2: 2213 g/cc
Count or Density 3: 2080 g/cc
Standard Count Moisture: 646 g/cc
Moisture Count 1: 119 g/cc
Moisture Count 2: 116 g/cc
Moisture Count 3: 115 g/cc
Sum of Count or Density: 6370 g/cc
Average of Count or Density: 2123 g/cc
Sum of Moisture Count: 350 g/cc
Average of Moisture Count: 117 g/cc
Count Ratio Density: 1.25
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 96.1 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2026 ✔