Summary for Test 2025-05-16-1-1
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 | 05/16/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 05/16/2025 |
| 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: 2025-05-16-1
DIME Test ID: 2025-05-16-1-1
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: 2025-05-16
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale
Date of test: 05/16/2025
Gage No.: 30699
Test No.: 3
Nuclear By: Neale Brown
Non-Bias Plan No.: 6 even
Depth: 6
Material No.: no data
Material Type: CL: Silty, Clay, light/med. brown
Impact By: Neale Brown
Standard Count Density: 1625 g/cc
Count or Density 1: 1.76 g/cc
Count or Density 2: 1.8 g/cc
Count or Density 3: 1.76 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.28 g/cc
Moisture Count 2: 0.27 g/cc
Moisture Count 3: 0.29 g/cc
Sum of Count or Density: 5.32 g/cc
Average of Count or Density: 1.77 g/cc
Sum of Moisture Count: 0.84 g/cc
Average of Moisture Count: 0.28 g/cc
Calculated Percent Relative Compaction: 90.3 %
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 |
|---|---|---|---|---|---|
| 06-0Y1304_37033_250516_03 | 100.43 KB | 05/16/2025 | 2025-05-16-1-1 | Info |
Test was verified on 5/16/2025 ✔