Summary for Test 2026-05-01-25-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000102 DEA: 081J8504 EFIS: 0818000122 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-2,10,18,38,138,etc.-Var |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | FURNISH SIGN STRUCTURE AND INSTALL CHANGEABLE MESSAGE SIGN SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 05/01/2026 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 05/01/2026 |
| Sample type | Acceptance | A brief description of the sample | Structural Backfill from Stockpile |
| 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 | SR-138 EB, Location 13, Finished Base Grade, PM 12.97, Sta 683+27 - 685+26 | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2026-05-01-25
DIME Test ID: 2026-05-01-25-1
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: 2026-05-05
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: 05/01/2026
Gage No.: 30691
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 2
Depth: 8"
Material No.: no data
Material Type: Structural Backfill
Impact By: no data
Standard Count Density: 1597 g/cc
Count or Density 1: 716 g/cc
Count or Density 2: 710 g/cc
Count or Density 3: 697 g/cc
Standard Count Moisture: 656 g/cc
Moisture Count 1: 104 g/cc
Moisture Count 2: 134 g/cc
Moisture Count 3: 116 g/cc
Density: 2.27
Moisture: 0.13
Sum of Count or Density: 2123 g/cc
Average of Count or Density: 708 g/cc
Sum of Moisture Count: 354 g/cc
Average of Moisture Count: 118 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 97.4 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2026 ✔
