Summary for Test 2026-09-22-16-1
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 | 16 |
|---|---|---|---|
| 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
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DIME Sample ID: 2026-09-22-16
DIME Test ID: 2026-09-22-16-1
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: 1.98 g/cc
Count or Density 2: 2 g/cc
Count or Density 3: 1.98 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.2 g/cc
Sum of Count or Density: 5.96 g/cc
Average of Count or Density: 1.99 g/cc
Sum of Moisture Count: 0.57 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 90 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V6104_37052_260922_ 2 | 198.78 KB | 09/22/2026 | 2026-09-22-16-1 | Info |
Test was verified on 9/22/2026 ✔