Summary for Test 2026-06-17-27-6
Test performed: AASHTO T166-25Project Information
| Project Identifiers | Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-168,395-17.6/18.3,114.9/117.8 |
| Award Date | 02/21/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MINOR CONCRETE, AND LIGHTING. |
| Location Description | INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 06/17/2026 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 06/18/2026 |
| 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 | Isaiah | Last name of sampler or witnessed by | Sexton |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | HMA-19 | 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: 2026-06-17-27
DIME Test ID: 2026-06-17-27-6
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T166-25: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2026-06-19
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/18/2026
Mass 1 of the specimen in air: 2413.8 g
Mass 1 of the surface dry specimen in air: 2421.1 g
Mass 1 of the specimen in water: 1358.4 g
Mass 2 of the specimen in air: 2414.1 g
Mass 2 of the surface dry specimen in air: 2421.7 g
Mass 2 of the specimen in water: 1359.8 g
Mass 3 of the specimen in air: 2415.1 g
Mass 3 of the surface dry specimen in air: 2423.2 g
Mass 3 of the specimen in water: 1360.3 g
Mass 4 of the specimen in air: 2413.7 g
Mass 4 of the surface dry specimen in air: 2421.6 g
Mass 4 of the specimen in water: 1359.4 g
Bulk Specific Gravity 1: 2.271
Bulk Specific Gravity 2: 2.273
Bulk Specific Gravity 3: 2.272
Bulk Specific Gravity 4: 2.272
Percent of water absorbed by volume 1: 0.69 %
Percent of water absorbed by volume 2: 0.72 %
Percent of water absorbed by volume 3: 0.76 %
Percent of water absorbed by volume 4: 0.74 %
Average Bulk Specific Gravity: 2.272
General comments (publicly viewable) (Max 1000 characters): HMA-19
Test was verified on 6/19/2026 ✔