Summary for Test 2026-04-29-57-1
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 | 04/29/2026 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2026 | Sample type | Acceptance |
| A brief description of the sample | Native Structural Backfill | The quantity of what the sample constitutes | 23.4 kg |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Maqsud |
| Last name of sampler or witnessed by | Ahmed | 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, PM 12.97, Sta 683+27 - 685+26 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-04-29-57
DIME Test ID: 2026-04-29-57-1
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: 2026-05-05
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Maqsud Ahmed
Date of test: 04/29/2026
Gage No.: 30692
Test No.: 1
Nuclear By: Maqsud Ahmed
Non-Bias Plan No.: 7
Depth: 8"
Material No.: no data
Material Type: Native Structural Backfill
Impact By: Maqsud Ahmed
Standard Count Density: 1627 g/cc
Count or Density 1: 614 g/cc
Count or Density 2: 661 g/cc
Count or Density 3: 652 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 136 g/cc
Moisture Count 2: 126 g/cc
Moisture Count 3: 122 g/cc
Sum of Count or Density: 1927 g/cc
Average of Count or Density: 642 g/cc
Sum of Moisture Count: 384 g/cc
Average of Moisture Count: 128 g/cc
Count Ratio Density: 0.39
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 97.9 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2026 ✔