Summary for Test 2026-05-26-14-3
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12-7.9/14.1 |
| Award Date | 02/14/2025 |
| Closeout Date | Not set |
| Work Description | RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS. |
| Location Description | SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 05/26/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 05/26/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" HMA-Rap15% |
| The quantity of what the sample constitutes | 24 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Abel | Last name of sampler or witnessed by | Huerta |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Construction Woodland | 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 | 1/2 inch | Lot number | 2 |
| Sublot number | 1 | HMA Mix Number | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-26-14
DIME Test ID: 2026-05-26-14-3
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: 2026-06-01
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 05/27/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7353.4 grams
Mass of oven-dry sample in air for Sample 1: 1555.1 grams
Mass of container filled with the sample and water for Sample 1: 8279.8 grams
Mass of container filled with water 2: 7353.4 grams
Mass of oven-dry sample in air for Sample 2: 1585.5 grams
Mass of container filled with the sample and water for Sample 2: 8297.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.474
Specific Gravity for Sample 2: 2.471
Average Specific Gravity: 2.473
Theoretical maximum density at 25°C (77°F): 2466 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2026 ✔