Summary for Test 2025-04-09-23-3
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215401 DEA: 040Q3004 EFIS: 0418000069 COOP: 042776 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-R10.6/R21.9 |
| Award Date | Not set |
| Closeout Date | 09/01/2022 |
| Work Description | I-680 Southbound express lanes and rehabilitation |
| Location Description | I- 680 Southbound from State Route (SR) 84 to Alcosta Boulevard in Alameda County |
| QA Service Level | 2 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 04/09/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 04/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 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 | Bhalinder | Last name of sampler or witnessed by | Pandher |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Pleasanton | Transportation Laboratory (TL) Number | C031509 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 7 |
| Sublot number | 4 | HMA Mix Number | 326122 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-04-09-23
DIME Test ID: 2025-04-09-23-3
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-04-14
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: Dennis Yeung
Date of test: 04/14/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7334.8 grams
Mass of oven-dry sample in air for Sample 1: 1535.1 grams
Mass of container filled with the sample and water for Sample 1: 8230.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.400
Theoretical maximum density at 25°C (77°F): 2393 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 7 Sublot 4
Test was verified on 4/14/2025 ✔