Summary for Test 2025-10-10-60-4
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001220 DEA: 040X6604 EFIS: 0424000154 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-R21.4/R23.1 |
| Award Date | 06/25/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G. |
| Location Description | ALAMEDA COUNTY IN AND NEAR PLEASANTON AND LIVERMORE FROM 0.1 MILE SOUTH OF VEHICLE UNDERCROSSING SOUTH TO 0.1 MILE SOUTH OF RUBY HILL DRIVE |
| QA Service Level | 1 (Verified on 04/28/2025) |
Sample Information
| Sample Taken Date | 10/10/2025 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 10/13/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4"RHMA-G |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mond | Last name of sampler or witnessed by | Osawaru |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Materials Vernalis | Transportation Laboratory (TL) Number | C771479 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3930165 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 7 | HMA Mix Number | 30242532510V |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | Not set | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-10-60
DIME Test ID: 2025-10-10-60-4
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-11-12
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Robert Lohman
Date of test: 11/07/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7334.5 grams
Mass of oven-dry sample in air for Sample 1: 2513.1 grams
Mass of container filled with the sample and water for Sample 1: 8789.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.376
Theoretical maximum density at 25°C (77°F): 2369 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL. 7
Test was verified on 11/12/2025 ✔