Summary for Test 2025-06-03-25-5
Test performed: AASHTO T166-16Project 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 | 06/03/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 06/03/2025 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP PG64-28M R15 |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREA S | Telephone number of sampler | 7609208313 |
| Laboratory sample identification | 4611 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | Transportation Laboratory (TL) Number | JMF-01 |
| 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: 2025-06-03-25
DIME Test ID: 2025-06-03-25-5
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2025-06-05
Test Results
Number of tests: 6
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/03/2025
Mass 1 of the specimen in air: 2397.8 g
Mass 1 of the surface dry specimen in air: 2402.7 g
Mass 1 of the specimen in water: 1350.8 g
Mass 2 of the specimen in air: 2431.7 g
Mass 2 of the surface dry specimen in air: 2435.4 g
Mass 2 of the specimen in water: 1381.9 g
Mass 3 of the specimen in air: 2430.0 g
Mass 3 of the surface dry specimen in air: 2434.5 g
Mass 3 of the specimen in water: 1386.7 g
Mass 4 of the specimen in air: 2430.5 g
Mass 4 of the surface dry specimen in air: 2434.3 g
Mass 4 of the specimen in water: 1380.1 g
Mass 5 of the specimen in air: 2430.8 g
Mass 5 of the surface dry specimen in air: 2435.2 g
Mass 5 of the specimen in water: 1382.0 g
Mass 6 of the specimen in air: 2432.7 g
Mass 6 of the surface dry specimen in air: 2435.3 g
Mass 6 of the specimen in water: 1381.3 g
Bulk Specific Gravity 1: 2.279
Bulk Specific Gravity 2: 2.308
Bulk Specific Gravity 3: 2.319
Bulk Specific Gravity 4: 2.306
Bulk Specific Gravity 5: 2.308
Bulk Specific Gravity 6: 2.308
Percent of water absorbed by volume 1: 0.47 %
Percent of water absorbed by volume 2: 0.35 %
Percent of water absorbed by volume 3: 0.43 %
Percent of water absorbed by volume 4: 0.36 %
Percent of water absorbed by volume 5: 0.42 %
Percent of water absorbed by volume 6: 0.25 %
Average Bulk Specific Gravity: 2.305
General comments (publicly viewable) (Max 1000 characters): JMF-1
Test was verified on 6/5/2025 ✔