Summary for Test 2025-05-28-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-33-40.4/59.3 |
| Award Date | 06/20/2024 |
| Closeout Date | 09/10/2026 |
| Work Description | COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS. |
| Location Description | KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46 |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 05/28/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/28/2025 | Sample type | Acceptance |
| A brief description of the sample | Native Material | The quantity of what the sample constitutes | 35 lbs native soil |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Neale |
| Last name of sampler or witnessed by | Brown | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite | |
| 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 | CTM 231 test location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-05-28-6
DIME Test ID: 2025-05-28-6-1
Testing Lab: CT D06 - Bakersfield Field 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: 2025-05-29
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale
Date of test: 05/29/2025
Gage No.: 30699
Test No.: 13
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 5
Material No.: no data
Material Type: CL: Silty Clay, light Brown
Impact By: Neale Brown
Standard Count Density: 1835 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 2.08 g/cc
Count or Density 3: 2.08 g/cc
Count or Density 4: 2.09 g/cc
Count or Density 5: 2.08 g/cc
Standard Count Moisture: 622 g/cc
Moisture Count 1: 0.32 g/cc
Moisture Count 2: 0.29 g/cc
Moisture Count 3: 0.28 g/cc
Moisture Count 4: 0.27 g/cc
Moisture Count 5: 0.27 g/cc
Sum of Count or Density: 10.4 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 1.43 g/cc
Average of Moisture Count: 0.29 g/cc
Calculated Percent Relative Compaction: 98.1 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Y1304_37033_250528_12to16 | 527.60 KB | 05/29/2025 | 2025-05-28-6-1 | Info |
Test was verified on 5/29/2025 ✔