Summary for Test 2026-09-22-15-1
Test performed: CTM 231-June 2026Project Information
| Project Identifiers | Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-28.2/31.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 09/22/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2026 | Sample type | Acceptance |
| A brief description of the sample | DS 2 Headwall Footing | The quantity of what the sample constitutes | 40 lbs native existing material |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Matt |
| Last name of sampler or witnessed by | Decker | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Collected at jobsite | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3936264 |
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 | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-09-22-15
DIME Test ID: 2026-09-22-15-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Standard Nuclear Density Gauge)
Test Release Date: 2026-09-22
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Matt Decker
Date of test: 09/22/2026
Gage No.: 30699
Test No.: 1
Nuclear By: Matt Decker
Non-Bias Plan No.: 2
Depth: 8
Material No.: no data
Material Type: F-M Sand, silt and clay
Impact By: Matt Decker
Standard Count Density: 1790 g/cc
Count or Density 1: 2.09 g/cc
Count or Density 2: 1.99 g/cc
Count or Density 3: 2.11 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 0.23 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.23 g/cc
Sum of Count or Density: 6.19 g/cc
Average of Count or Density: 2.06 g/cc
Sum of Moisture Count: 0.6 g/cc
Average of Moisture Count: 0.2 g/cc
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V6104_37052_260922_ 1 | 198.85 KB | 09/22/2026 | 2026-09-22-15-1 | Info |
Test was verified on 9/22/2026 ✔