Summary for Test 2026-06-04-144-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215479 DEA: 080R4204 EFIS: 0812000076 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR 210 AND I-15 IC-Null |
| Award Date | 04/02/2021 |
| Closeout Date | 12/10/2024 |
| Work Description | FONTANA MAINTENANCE STATION |
| Location Description | 14032 Victoria Street, Fontana, CA 92336 |
| QA Service Level | 1 (Verified on 02/11/2021) |
Sample Information
| Sample Taken Date | 06/04/2026 | Sample Unique Key | 144 |
|---|---|---|---|
| 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 | 06/04/2026 |
| Sample type | Acceptance | A brief description of the sample | Native Backfill |
| The quantity of what the sample constitutes | kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | MaryAnna | Last name of sampler or witnessed by | Landaverde |
| 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 | Victoria St SRL & New Fontana CT Maintenance Station, New Sewage Line, 0' to 110' Lift 2, 14" BFG | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-06-04-144
DIME Test ID: 2026-06-04-144-1
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: 2026-06-22
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: MaryAnna Landaverde
Date of test: 06/04/2026
Gage No.: 30691
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 6
Depth: 8"
Material No.: no data
Material Type: Subgrade
Impact By: no data
Standard Count Density: 1576 g/cc
Count or Density 1: 845 g/cc
Count or Density 2: 800 g/cc
Count or Density 3: 770 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 92 g/cc
Moisture Count 2: 85 g/cc
Moisture Count 3: 82 g/cc
Density: 2.18
Moisture: 0.09
Sum of Count or Density: 2415 g/cc
Average of Count or Density: 805 g/cc
Sum of Moisture Count: 259 g/cc
Average of Moisture Count: 86 g/cc
Count Ratio Density: 0.51
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 94.3 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/23/2026 ✔