Summary for Test 2025-03-31-13-1
Test performed: CTM 216-June 2011Project 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 | 03/31/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 03/31/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Structural Backfill Material |
| The quantity of what the sample constitutes | 2 cyliners | 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_116 | Linked DIME Sample ID | 2025-03-31-12 |
| 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) | Job Site. |
|---|---|---|---|
| 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
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DIME Sample ID: 2025-03-31-13
DIME Test ID: 2025-03-31-13-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-04-11
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 03/31/2025
In-place wet density: 2.22
Highest adjust wet density: 2.33
% Moisture: 6.2 %
Optimum Moisture: 8.2 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): structural backfill
Test was verified on 4/11/2025 ✔