Summary for Test 2024-04-09-25-1
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 | 04/09/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 04/09/2024 |
| 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: 2024-04-09-25
DIME Test ID: 2024-04-09-25-1
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: 2024-04-09
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 04/09/2024
Gage No.: 30697
Test No.: 9
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 8 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: Jason Ruiz
Standard Count Density: 1701 g/cc
Count or Density 1: 804 g/cc
Count or Density 2: 803 g/cc
Count or Density 3: 718 g/cc
Standard Count Moisture: 631 g/cc
Moisture Count 1: 148 g/cc
Moisture Count 2: 144 g/cc
Moisture Count 3: 129 g/cc
Sum of Count or Density: 2325 g/cc
Average of Count or Density: 775 g/cc
Sum of Moisture Count: 421 g/cc
Average of Moisture Count: 140 g/cc
Count Ratio Density: 0.46
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 93.7 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): Hwy 190 RW4 piles 6-13 elevation: 1.5ft-2.5ft below top of pile length: 53ft width: 5ft
Test was verified on 4/9/2024 ✔