Summary for Test 2025-06-11-65-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993678 DEA: 042Q8004 EFIS: 0419000050 COOP: 042836,042944 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101,92-US 101 & SR 92-10.9/12.1 & 11.8/13.4 |
| Award Date | 01/22/2025 |
| Closeout Date | Not set |
| Work Description | US 101/SR 92 INTERCHANGE AREA IMPROVEMENT :PROJECT WILL CONSTRUCT CONGESTION RELIEF IMPROVEMENTS AT THE US 101/SR 92 INTERCHANGE AREA. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/15/2022) |
Sample Information
| Sample Taken Date | 06/11/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/11/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Native AB Backfill | The quantity of what the sample constitutes | 2600g |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Fernando |
| Last name of sampler or witnessed by | Vega | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | SJ-061125-BF1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native Material | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Hwy 92 WB Lt "FI" Line Drainage System No. 2 | |
| 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 | Jobsite - Compacted Native backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-11-65
DIME Test ID: 2025-06-11-65-1
Testing Lab: CT D04 - San Jose Construction 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: 2025-06-11
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Fernando Vega
Date of test: 06/11/2025
Sum of Count or Density: 58765 g/cc
Average of Count or Density: 19588 g/cc
Sum of Moisture Count: 7999 g/cc
Average of Moisture Count: 2666 g/cc
Calculated Percent Relative Compaction: 96.6 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): Hwy 92 WB Lt "FI" Line Drainage System No. 2
Test was verified on 6/18/2025 ✔