Summary for Test 2026-05-30-13-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 05/30/2026 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 06/16/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA64-16R25 |
| The quantity of what the sample constitutes | 8 Boxes, 3 bulk bags, 1 oil can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Sergio | Last name of sampler or witnessed by | Tostado |
| Title of sampler | Materials Tester | Telephone number of sampler | 8315884727 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Brahshaw | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 1635 |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-30-13
DIME Test ID: 2026-05-30-13-1
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-06-19
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 06/19/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7402.5 grams
Mass of oven-dry sample in air for Sample 1: 2611.5 grams
Mass of container filled with the sample and water for Sample 1: 8988.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.547
Theoretical maximum density at 25°C (77°F): 2539.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2026 ✔