Summary for Test 2025-01-03-14-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 01/03/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/03/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Structure Backfill | The quantity of what the sample constitutes | 33 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nicholas |
| Last name of sampler or witnessed by | Hall | Title of sampler | MREA |
| Telephone number of sampler | 510-604-5614 | Laboratory sample identification | 25-02 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Davis Bent 3 Retrofit Footings East center 3 top lift | |
| 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 | Sampled Collected from compacted grade at job site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-03-14
DIME Test ID: 2025-01-03-14-1
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: 2025-01-06
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Calculated
Tester's full name: Nicholas Hall
Date of test: 01/03/2025
Sum of Count or Density: 60103 g/cc
Average of Count or Density: 20034 g/cc
Sum of Moisture Count: 7698 g/cc
Average of Moisture Count: 2566 g/cc
Count Ratio Density: 2.31
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 96 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2025 ✔