Summary for Test 2025-12-05-7-1
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 | 12/05/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 12/05/2025 |
| 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: 2025-12-05-7
DIME Test ID: 2025-12-05-7-1
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: 2025-12-05
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 12/05/2025
Gage No.: 30683
Test No.: 25
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 8
Material No.: no data
Material Type: Clay, silt sand mixture, reddish, BRN
Impact By: Neale Brown
Standard Count Density: 1597 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.14 g/cc
Count or Density 3: 2.17 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.23 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.22 g/cc
Density: 2.16
Moisture: 0.23
Sum of Count or Density: 6.46 g/cc
Average of Count or Density: 2.15 g/cc
Sum of Moisture Count: 0.68 g/cc
Average of Moisture Count: 0.23 g/cc
Calculated Percent Relative Compaction: 96 %
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 |
|---|---|---|---|---|---|
| 06-0S0504_37029_251205_26&27 | 102.18 KB | 12/05/2025 | 2025-12-05-7-1 | Info |
Test was verified on 12/5/2025 ✔