Summary for Test 2026-10-07-45-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000754 DEA: 081J3104 EFIS: 0818000018 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-34.0/44.3 |
| Award Date | 08/08/2025 |
| Closeout Date | Not set |
| Work Description | CSP, STRUCTURAL CONCRETE, AND CMS SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY NEAR BIG BEAR LAKE AT VARIOUS LOCATIONS FROM ARROWBEAR DRIVE TO ROUTE 38 |
| QA Service Level | 1 (Verified on 09/01/2025) |
Sample Information
| Sample Taken Date | 10/07/2026 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2026 | Sample type | Acceptance |
| A brief description of the sample | Str. Backfill | The quantity of what the sample constitutes | 25.6 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 | WB SR-18 @ PM 34.60, Sta 149+50, North Side Deep Creek Bridge Embankment Lift 2 FG | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-10-07-45
DIME Test ID: 2026-10-07-45-1
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: 2026-10-13
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: MaryAnna Landaverde
Date of test: 10/07/2026
Gage No.: 36636
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 4
Depth: 8"
Material No.: no data
Material Type: Structural Backfill
Impact By: Gabriel Ramirez
Standard Count Density: 1671 g/cc
Count or Density 1: 1218 g/cc
Count or Density 2: 1093 g/cc
Count or Density 3: 1185 g/cc
Standard Count Moisture: 642 g/cc
Moisture Count 1: 112 g/cc
Moisture Count 2: 101 g/cc
Moisture Count 3: 85 g/cc
Sum of Count or Density: 3496 g/cc
Average of Count or Density: 1165 g/cc
Sum of Moisture Count: 298 g/cc
Average of Moisture Count: 99 g/cc
Count Ratio Density: 0.7
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 91.7 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2026 ✔