Summary for Test 2025-06-30-34-3
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116,121-46.0/46.7,5.8/R7.4 |
| Award Date | 07/31/2023 |
| Closeout Date | Not set |
| Work Description | MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION. |
| Location Description | SONOMA COUNTY |
| QA Service Level | 1 (Verified on 08/15/2022) |
Sample Information
| Sample Taken Date | 06/30/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 07/08/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA 25% Rap WMA |
| The quantity of what the sample constitutes | 100 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Christian | Last name of sampler or witnessed by | Sousa |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Vallejo | 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 | 4 |
| Sublot number | 1 | HMA Mix Number | 220304 |
| Binder content (%) | 0.0 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | 25 | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-06-30-34
DIME Test ID: 2025-06-30-34-3
Testing Lab: CT D04 - Concord 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: 2025-07-18
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: ASM Faruque Hossain
Date of test: 07/08/2025
Specific Gravity for Sample 1: 2.477
Specific Gravity for Sample 2: 2.489
Average Specific Gravity: 2.483
Theoretical maximum density at 25°C (77°F): 2476 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2025 ✔