Summary for Test 2026-07-27-70-1
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1002453 DEA: 09431604 EFIS: 0926000029 MINOR: 09A1116 |
|---|---|
| DIST-CO-RTE-PM | 09-INY--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN INYO COUNTY IN THE CITY OF BISHOP ON WYE ROAD FROM ROUTE 395 TO ROUTE 6 |
| QA Service Level | 1 (Verified on 09/01/2026) |
Sample Information
| Sample Taken Date | 07/27/2026 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/28/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A-SP PG70-10 R15 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Carapazza |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | HMA-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | 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: 2026-07-27-70
DIME Test ID: 2026-07-27-70-1
Testing Lab: CT D09 - Bishop 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: 2026-08-06
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: 07/29/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7306.4 grams
Mass of oven-dry sample in air for Sample 1: 2067.0 grams
Mass of container filled with the sample and water for Sample 1: 8531.9 grams
Temperature of Water: 77.5 °F
Specific Gravity for Sample 1: 2.456
Theoretical maximum density at 25°C (77°F): 152.9 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): HMA-01
Test was verified on 8/6/2026 ✔