Summary for Test 2025-09-30-19-1
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 | Not set |
| 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 | 09/30/2025 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 09/30/2025 |
| Sample type | Acceptance | A brief description of the sample | 40 lbs native soil |
| The quantity of what the sample constitutes | 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: 2025-09-30-19
DIME Test ID: 2025-09-30-19-1
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: 2025-10-01
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 09/30/2025
Gage No.: 30683
Test No.: 93
Nuclear By: Neale Brown
Non-Bias Plan No.: 9 ODD
Depth: 5
Material No.: no data
Material Type: ML" Clayey silt, MOd. BRN
Impact By: Neale Brown
Standard Count Density: 1615 g/cc
Count or Density 1: 2.04 g/cc
Count or Density 2: 2.05 g/cc
Count or Density 3: 1.99 g/cc
Count or Density 4: 1.99 g/cc
Count or Density 5: 2.08 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.32 g/cc
Moisture Count 2: 0.28 g/cc
Moisture Count 3: 0.23 g/cc
Moisture Count 4: 0.22 g/cc
Moisture Count 5: 0.24 g/cc
Density: 2.02
Moisture: 0.26
Sum of Count or Density: 10.15 g/cc
Average of Count or Density: 2.03 g/cc
Sum of Moisture Count: 1.29 g/cc
Average of Moisture Count: 0.26 g/cc
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Y1304_37033_250930_91to95 | 236.54 KB | 10/01/2025 | 2025-09-30-19-1 | Info |
Test was verified on 10/1/2025 ✔