Summary for Test 2024-09-24-8-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995036 DEA: 061E7704 EFIS: 0622000080 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-204-2.1/4.6 |
| Award Date | 04/18/2024 |
| Closeout Date | 05/09/2025 |
| Work Description | TRANSPORTATION ART, TRAFFIC STRIPE, IRRIGATION AND PLANTING WORK. |
| Location Description | KERN COUNTY IN BAKERSFIELD FROM BRUNDAGE LANE TO M STREET |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 09/24/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2024 | Sample type | Acceptance |
| A brief description of the sample | Native Soil | The quantity of what the sample constitutes | 40 lbs. native material |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Cozad | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Collected at jobsite | |
| 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 Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-09-24-8
DIME Test ID: 2024-09-24-8-1
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: 2024-09-24
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 09/24/2024
Gage No.: 30681
Test No.: 1
Nuclear By: Mike Cozad
Non-Bias Plan No.: 2 odd
Depth: 4
Material No.: no data
Material Type: BRN. silty , sand
Impact By: Mike Cozad
Standard Count Density: 1572 g/cc
Count or Density 1: 2717 g/cc
Count or Density 2: 2143 g/cc
Count or Density 3: 2182 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 63 g/cc
Moisture Count 2: 75 g/cc
Moisture Count 3: 37 g/cc
Sum of Count or Density: 7042 g/cc
Average of Count or Density: 2347 g/cc
Sum of Moisture Count: 175 g/cc
Average of Moisture Count: 58 g/cc
Count Ratio Density: 1.49
Count Ratio Moisture: 0.09
Calculated Percent Relative Compaction: 87.3 %
Reported Percent Relative Compaction: 87 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1E7704_37029_240924_1to3 | 204.36 KB | 09/24/2024 | 2024-09-24-8-1 | Info |
Test was verified on 9/24/2024 ✔