Summary for Test 2025-09-04-31-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000748 DEA: 060X2404 EFIS: 0618000043 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-33-21.8/39.8 |
| Award Date | 03/07/2025 |
| Closeout Date | Not set |
| Work Description | STRUCTURAL CONCRETE AND RCP DRAINAGE CULVERTS. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS FROM 0.9 MILE SOUTH OF HENRY ROAD TO 0.2 MILE NORTH OF CYMRIC ROAD (NORTH) |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 09/04/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 09/04/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 40 lbs class 2 AB | 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 | Golden Empire - Bakersfield | 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: 2025-09-04-31
DIME Test ID: 2025-09-04-31-1
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: 2025-09-05
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 09/04/2025
Gage No.: 30683
Test No.: 1
Nuclear By: Neale Brown
Non-Bias Plan No.: 3 even
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: Neale Brown
Standard Count Density: 1626 g/cc
Count or Density 1: 2.25 g/cc
Count or Density 2: 2.22 g/cc
Count or Density 3: 2.21 g/cc
Standard Count Moisture: 649 g/cc
Moisture Count 1: 0.1 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.08 g/cc
Sum of Count or Density: 6.68 g/cc
Average of Count or Density: 2.23 g/cc
Sum of Moisture Count: 0.28 g/cc
Average of Moisture Count: 0.09 g/cc
Calculated Percent Relative Compaction: 99.6 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X2404_370XX_250904_1 | 45.65 KB | 09/05/2025 | 2025-09-04-31-1 | Info |
Test was verified on 9/5/2025 ✔