Summary for Test 2025-04-04-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198,216-R11.6/R11.9,R0.0/2.7 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 04/04/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/04/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Silty Sand | The quantity of what the sample constitutes | Existing Soil |
| 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 | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | 11 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Existing | |
| 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 | CT 231 Test Location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-04-04-6
DIME Test ID: 2025-04-04-6-1
Testing Lab: CT D06 - Visalia 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: 2025-04-07
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 04/04/2025
Sum of Count or Density: 6.02 g/cc
Average of Count or Density: 2.01 g/cc
Sum of Moisture Count: 0.46 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 94.4 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2025 ✔