Summary for Test 2025-09-22-44-9
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001055 DEA: 112N1684 EFIS: 1122000281 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R53.9/R63.7 |
| Award Date | 05/02/2025 |
| Closeout Date | 09/29/2026 |
| Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 5/76 SEPARATION TO AGRA OVERHEAD |
| QA Service Level | 1 (Verified on 06/03/2025) |
Sample Information
| Sample Taken Date | 09/22/2025 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2025 | Sample type | Production Start-Up |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Mohammed |
| Last name of sampler or witnessed by | Masud | Title of sampler | TET |
| Telephone number of sampler | 6199021073 | Laboratory sample identification | 25-09-22-44-PSU |
| Linked DIME Sample ID | 2025-09-22-43 | The fabricator/manufacturer/facility name | Vulcan Otay |
| 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) | 91-37-0035 |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 320200 Otay Val |
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: 2025-09-22-44
DIME Test ID: 2025-09-22-44-9
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-10-15
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 10/14/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1536 grams
Mass of container filled with the sample and water for Sample 1: 8394.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.49
Theoretical maximum density at 25°C (77°F): 2482.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): RAP
RAP
Test was verified on 10/15/2025 ✔