Summary for Test 2022-03-23-3-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | 11/12/2020 |
| Closeout Date | 06/02/2025 |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 03/23/2022 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Soil | The quantity of what the sample constitutes | 224SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Zack |
| Last name of sampler or witnessed by | roush | Title of sampler | Caltrans Consultant |
| Telephone number of sampler | Laboratory sample identification | 03232022TEST 02 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | |
| 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 | AT THE JOBSITE | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-03-23-3
DIME Test ID: 2022-03-23-3-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2022-03-23
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Zack roush
Date of test: 03/23/2022
Gage No.: 25577
Test No.: 2
Nuclear By: ZACH ROUSH
Non-Bias Plan No.: 3
Depth: 12
Material No.: NATIVE
Material Type: DRAINAGE
Impact By: ZACH ROUSH
Standard Count Density: 1540 g/cc
Count or Density 1: 240 g/cc
Count or Density 2: 239 g/cc
Count or Density 3: 298 g/cc
Standard Count Moisture: 636 g/cc
Moisture Count 1: 156 g/cc
Moisture Count 2: 159 g/cc
Moisture Count 3: 164 g/cc
Sum of Count or Density: 777 g/cc
Average of Count or Density: 259 g/cc
Sum of Moisture Count: 479 g/cc
Average of Moisture Count: 160 g/cc
Count Ratio Density: 0.17
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/23/2022 ✔