Summary for Test 2026-04-09-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000103 DEA: 081J8604 EFIS: 0818000123 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10,15,40,58,60,etc.-Var |
| Award Date | 05/01/2024 |
| Closeout Date | Not set |
| Work Description | MODIFYING CMS SYSTEMS AND FURNISH SIGN STRUCTURE (VERSATILE TRUSS). |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 04/09/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/09/2026 | Sample type | Acceptance |
| A brief description of the sample | Class II Aggregate Base | The quantity of what the sample constitutes | 23.7 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 | SR-210 EB, MVP @ PM R0.81, Sta 66+75 - 67+55 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-04-09-9
DIME Test ID: 2026-04-09-9-1
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: 2026-04-09
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: 04/09/2026
Gage No.: 30691
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 6
Depth: 5"
Material No.: no data
Material Type: Class II Aggregate Base
Impact By: Gabriel Ramirez
Standard Count Density: 1587 g/cc
Count or Density 1: 1477 g/cc
Count or Density 2: 1519 g/cc
Count or Density 3: 1461 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 50 g/cc
Moisture Count 2: 52 g/cc
Moisture Count 3: 50 g/cc
Sum of Count or Density: 4457 g/cc
Average of Count or Density: 1486 g/cc
Sum of Moisture Count: 152 g/cc
Average of Moisture Count: 51 g/cc
Count Ratio Density: 0.94
Count Ratio Moisture: 0.08
Calculated Percent Relative Compaction: 95.2 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2026 ✔