Summary for Test 2024-04-16-16-1
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 | 04/16/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/16/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Native Material |
| 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 | Corey | Last name of sampler or witnessed by | Hicks |
| 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: 2024-04-16-16
DIME Test ID: 2024-04-16-16-1
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: 2024-04-16
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 04/16/2024
Gage No.: 30695
Test No.: 620
Nuclear By: Corey Hicks
Non-Bias Plan No.: 5 odd
Depth: 6
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Neale Brown
Standard Count Density: 1766 g/cc
Count or Density 1: 1438 g/cc
Count or Density 2: 1402 g/cc
Count or Density 3: 1575 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 123 g/cc
Moisture Count 2: 137 g/cc
Moisture Count 3: 114 g/cc
Sum of Count or Density: 4415 g/cc
Average of Count or Density: 1472 g/cc
Sum of Moisture Count: 374 g/cc
Average of Moisture Count: 125 g/cc
Count Ratio Density: 0.83
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 93.3 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): DS# 9FStation 29+50 elevation: 1.70 ft BFG width:16ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37000_240416_618_620 | 603.32 KB | 04/16/2024 | 2024-04-16-16-1 | Info |
Test was verified on 4/16/2024 ✔