Summary for Test 2025-09-10-30-5
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 09/10/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 09/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A-SP PG58-34M R18 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Colton | Last name of sampler or witnessed by | Carrington |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | HMA-104 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RHB Plant Independence | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-09-10-30
DIME Test ID: 2025-09-10-30-5
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: 2025-09-12
Test Results
Number of tests: 6
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/11/2025
Mass 1 of the specimen in air: 2411.1 g
Mass 1 of the surface dry specimen in air: 2425.5 g
Mass 1 of the specimen in water: 1387.1 g
Mass 2 of the specimen in air: 2388.3 g
Mass 2 of the surface dry specimen in air: 2399.9 g
Mass 2 of the specimen in water: 1359.8 g
Mass 3 of the specimen in air: 2394.7 g
Mass 3 of the surface dry specimen in air: 2403.5 g
Mass 3 of the specimen in water: 1360.9 g
Mass 4 of the specimen in air: 2396.5 g
Mass 4 of the surface dry specimen in air: 2408.0 g
Mass 4 of the specimen in water: 1369.5 g
Mass 5 of the specimen in air: 2395.5 g
Mass 5 of the surface dry specimen in air: 2403.4 g
Mass 5 of the specimen in water: 1361.0 g
Mass 6 of the specimen in air: 2386.2 g
Mass 6 of the surface dry specimen in air: 2400.3 g
Mass 6 of the specimen in water: 1362.1 g
Bulk Specific Gravity 1: 2.322
Bulk Specific Gravity 2: 2.296
Bulk Specific Gravity 3: 2.297
Bulk Specific Gravity 4: 2.308
Bulk Specific Gravity 5: 2.298
Bulk Specific Gravity 6: 2.298
Percent of water absorbed by volume 1: 1.39 %
Percent of water absorbed by volume 2: 1.12 %
Percent of water absorbed by volume 3: 0.84 %
Percent of water absorbed by volume 4: 1.11 %
Percent of water absorbed by volume 5: 0.76 %
Percent of water absorbed by volume 6: 1.36 %
Average Bulk Specific Gravity: 2.303
General comments (publicly viewable) (Max 1000 characters): HMA-104
Test was verified on 9/12/2025 ✔