Summary for Test 2026-01-27-3-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-L1.8/L3.2 |
| Award Date | 06/20/2025 |
| Closeout Date | Not set |
| Work Description | Construct I-80 WB Truck Scales |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI |
| QA Service Level | 1 (Verified on 07/10/2025) |
Sample Information
| Sample Taken Date | 01/27/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/27/2026 | Sample type | Quality Assurance |
| A brief description of the sample | AB2 | The quantity of what the sample constitutes | 8 sqyd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Cody |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Import Borrow on-site | |
| 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 | Impulsion Trench | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-01-27-3
DIME Test ID: 2026-01-27-3-1
Testing Lab: CT D04 - Concord 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: 2026-01-27
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 01/27/2026
Sum of Count or Density: 61138 g/cc
Average of Count or Density: 20379 g/cc
Sum of Moisture Count: 4480 g/cc
Average of Moisture Count: 1493 g/cc
Count Ratio Density: 0.69
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/27/2026 ✔