Summary for Test 2023-11-10-21-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/26/2021 |
| Closeout Date | 08/31/2026 |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 11/10/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Class2 AB | The quantity of what the sample constitutes | 2000 sq ft per CTM 231 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Doug |
| Last name of sampler or witnessed by | Ruff | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-11-10-21
DIME Test ID: 2023-11-10-21-1
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: 2023-11-13
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 11/10/2023
Gage No.: 30697
Test No.: 545
Nuclear By: doug Ruff
Non-Bias Plan No.: 3 even
Depth: 8
Material No.: no data
Material Type: class 2 AB
Impact By: Doug Ruff
Standard Count Density: 1726 g/cc
Count or Density 1: 797 g/cc
Count or Density 2: 801 g/cc
Count or Density 3: 761 g/cc
Count or Density 4: 765 g/cc
Count or Density 5: 764 g/cc
Standard Count Moisture: 634 g/cc
Moisture Count 1: 125 g/cc
Moisture Count 2: 135 g/cc
Moisture Count 3: 133 g/cc
Moisture Count 4: 153 g/cc
Moisture Count 5: 134 g/cc
Density: 2.24
Moisture: 0.18
Sum of Count or Density: 3888 g/cc
Average of Count or Density: 778 g/cc
Sum of Moisture Count: 680 g/cc
Average of Moisture Count: 136 g/cc
Count Ratio Density: 0.45
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 96.9 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): Sta 211+20 to 205+20 elevation: 0.95ft width: 30 ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37000_231110_543to546 | 910.97 KB | 11/13/2023 | 2023-11-10-21-1 | Info |
Test was verified on 11/13/2023 ✔