Summary for Test 2024-01-11-15-1
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 | 04/23/2021 |
| Closeout Date | Not set |
| 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 | 01/11/2024 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 01/11/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Import Borrow porterville rock |
| 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 | Jason | Last name of sampler or witnessed by | Ruiz |
| 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: 2024-01-11-15
DIME Test ID: 2024-01-11-15-1
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: 2024-01-11
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 01/11/2024
Gage No.: 30697
Test No.: 592
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 2 even
Depth: 8
Material No.: no data
Material Type: decomposed granite brown fine to medium grained blended with silty sand trace of fine gravel
Impact By: Neale Brown
Standard Count Density: 1701 g/cc
Count or Density 1: 806 g/cc
Count or Density 2: 716 g/cc
Count or Density 3: 738 g/cc
Standard Count Moisture: 633 g/cc
Moisture Count 1: 128 g/cc
Moisture Count 2: 131 g/cc
Moisture Count 3: 142 g/cc
Density: 2.22
Moisture: 0.17
Sum of Count or Density: 2260 g/cc
Average of Count or Density: 753 g/cc
Sum of Moisture Count: 401 g/cc
Average of Moisture Count: 134 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 98.2 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Abut #1 out side face left wing wall from face 9-39 ft length 30 ft elevation: 316'
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37000_240111_592 | 168.42 KB | 01/11/2024 | 2024-01-11-15-1 | Info |
Test was verified on 1/11/2024 ✔