Summary for Test 2026-06-25-94-1
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-L1.8/L3.2 |
| Award Date | 06/20/2025 |
| Closeout Date | Not set |
| Work Description | Construct I-80 WB Truck Scales |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI |
| QA Service Level | 1 (Verified on 07/10/2025) |
Sample Information
| Sample Taken Date | 06/25/2026 | Sample Unique Key | 94 |
|---|---|---|---|
| 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 | 06/26/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-25% RAP |
| The quantity of what the sample constitutes | 20 bags | From where was the sample collected | Supplier |
| 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 | Central Vallejo (Lake Herman) | 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: 2026-06-25-94
DIME Test ID: 2026-06-25-94-1
Testing Lab: CT D04 - Concord 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: 2026-07-03
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: Anthony Valdez
Date of test: 06/26/2026
Specific Gravity for Sample 1: 2.521
Specific Gravity for Sample 2: 2.512
Average Specific Gravity: 2.517
Theoretical maximum density at 25°C (77°F): 2510 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2026 ✔