Summary for Test 2026-05-19-58-3
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,CC,SOL-580,680,780-Var |
| Award Date | 09/25/2025 |
| Closeout Date | Not set |
| Work Description | INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY. |
| Location Description | ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/13/2025) |
Sample Information
| Sample Taken Date | 05/19/2026 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 05/20/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA + 25% RAP |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Yeung |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Pleasanton Plant | 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-19-58
DIME Test ID: 2026-05-19-58-3
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: 2026-05-28
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: Leo Mendoza
Date of test: 05/28/2026
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: 2512.7 grams
Mass of container filled with the sample and water for Sample 1: 8845.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.509
Theoretical maximum density at 25°C (77°F): 2502 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL. 2
Test was verified on 5/28/2026 ✔