Summary for Test 2024-03-13-5-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995217 DEA: 061F6904 EFIS: 0623000144 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-38/57, 39/47, 32/57 |
| Award Date | 02/13/2023 |
| Closeout Date | 11/10/2025 |
| Work Description | Emergency Landslide Repair. Roadway / Slope / Culvert repairs. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/13/2023) |
Sample Information
| Sample Taken Date | 03/13/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/13/2024 |
| Sample type | Quality Assurance | A brief description of the sample | CTM 231 |
| 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 | 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 | 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 location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-03-13-5
DIME Test ID: 2024-03-13-5-2
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: 2024-03-13
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 03/13/2024
Gage No.: 30695
Test No.: 3
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 6 odd
Depth: 8
Material No.: no data
Material Type: onsite stockpile Decomposed granite
Impact By: Jason Ruiz
Standard Count Density: 1772 g/cc
Count or Density 1: 803 g/cc
Count or Density 2: 801 g/cc
Count or Density 3: 847 g/cc
Standard Count Moisture: 657 g/cc
Moisture Count 1: 128 g/cc
Moisture Count 2: 124 g/cc
Moisture Count 3: 119 g/cc
Sum of Count or Density: 2451 g/cc
Average of Count or Density: 817 g/cc
Sum of Moisture Count: 371 g/cc
Average of Moisture Count: 124 g/cc
Count Ratio Density: 0.46
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Hwy 190 RW2 @ PM 41.22 Piles 4-9 elevation: 2ft of below top of pile Length: 45ft width: 4ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F6904_3700_240313_3&4 | 401.41 KB | 03/13/2024 | 2024-03-13-5-2 | Info |
Test was verified on 3/13/2024 ✔