Summary for Test 2025-07-08-5-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994978 DEA: 09379504 EFIS: 0919000009 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-5709- |
| Award Date | 05/17/2024 |
| Closeout Date | 11/25/2025 |
| Work Description | CONSTRUCT BUILDING AND PLACE HMA. |
| Location Description | INYO COUNTY AT INDEPENDENCE AT THE INDEPENDENCE MAINTENANCE STATION AT 665 NORTH EDWARDS STREET |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 07/08/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | Production Start-Up | A brief description of the sample | 3/4" HMA-A-SP PG58-34M R18 |
| The quantity of what the sample constitutes | 500 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | PSU-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RHB Plant Independence | Transportation Laboratory (TL) Number | 4702 |
| 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 (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-07-08-5
DIME Test ID: 2025-07-08-5-1
Testing Lab: CT D09 - Bishop 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: 2025-07-09
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/08/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7310.5 grams
Mass of oven-dry sample in air for Sample 1: 2189.2 grams
Mass of container filled with the sample and water for Sample 1: 8621.6 grams
Temperature of Water: 77.2 °F
Specific Gravity for Sample 1: 2.493
Theoretical maximum density at 25°C (77°F): 155.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): PSU-1
Test was verified on 7/9/2025 ✔