Summary for Test 2025-12-09-13-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-17.5 |
| Award Date | 08/23/2024 |
| Closeout Date | Not set |
| Work Description | MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A). |
| Location Description | KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE |
| QA Service Level | 1 (Verified on 05/06/2024) |
Sample Information
| Sample Taken Date | 12/09/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 12/09/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | Native material | 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 | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Native | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3912284 |
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: 2025-12-09-13
DIME Test ID: 2025-12-09-13-1
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: 2025-12-09
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 12/09/2025
Gage No.: 30683
Test No.: 28
Nuclear By: Mike Cozad
Non-Bias Plan No.: 1
Depth: 8
Material No.: no data
Material Type: Med brn. sandy silt
Impact By: Barrett fielder
Standard Count Density: 1611 g/cc
Count or Density 1: 2.046 g/cc
Count or Density 2: 2.051 g/cc
Count or Density 3: 2056 g/cc
Standard Count Moisture: 647 g/cc
Moisture Count 1: 0.201 g/cc
Moisture Count 2: 0.189 g/cc
Moisture Count 3: 0.203 g/cc
Sum of Count or Density: 2060.1 g/cc
Average of Count or Density: 686.7 g/cc
Sum of Moisture Count: 0.59 g/cc
Average of Moisture Count: 0.2 g/cc
Calculated Percent Relative Compaction: 90.7 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0S0504_37029_251209_28 | 427.67 KB | 12/09/2025 | 2025-12-09-13-1 | Info |
Test was verified on 12/9/2025 ✔