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 | Not set |
| 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 |
|---|---|---|---|
| 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 | 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
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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 ✔