Summary for Test 2025-04-03-56-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000539 DEA: 044K3004 EFIS: 0417000293 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-22.1/R23.0 |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CONCRETE BARRIER AND INSTALL DRAINAGE SYSTEM. |
| Location Description | SOLANO COUNTY FROM 1.2 MILES EAST OF NORTH TEXAS STREET OVERCROSSING IN FAIRFIELD TO 0.1 MILE WEST OF CHERRY GLEN ROAD OVERCROSSING IN VACAVILLE |
| QA Service Level | 1 (Verified on 08/29/2024) |
Sample Information
| Sample Taken Date | 04/03/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/03/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Structural Backfill Material |
| The quantity of what the sample constitutes | two cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
| Title of sampler | Telephone number of sampler | 5102077252 | |
| Laboratory sample identification | Rich_25_118 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | vulcan materials | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Jobsite |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Job Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-04-03-56
DIME Test ID: 2025-04-03-56-2
Testing Lab: CT D04 - Richmond 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: 2025-04-11
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 04/03/2025
Sum of Count or Density: 80129 g/cc
Average of Count or Density: 26709 g/cc
Sum of Moisture Count: 4742 g/cc
Average of Moisture Count: 1581 g/cc
Count Ratio Density: 2.2
Count Ratio Moisture: 2.37
Calculated Percent Relative Compaction: 92.6 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): structural backfill
Test was verified on 4/11/2025 ✔