Summary for Test 2026-06-12-5-5
Test performed: AASHTO T166-25Project Information
| Project Identifiers | Project ID: 1001669 DEA: 09379004 EFIS: 0919000004 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R65.0/76.0 |
| Award Date | 12/24/2025 |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS. |
| Location Description | INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE |
| QA Service Level | 1 (Verified on 10/13/2025) |
Sample Information
| Sample Taken Date | 06/12/2026 | 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 | 06/12/2026 |
| Sample type | Acceptance | A brief description of the sample | 0 - 750 tons for today |
| The quantity of what the sample constitutes | 16 boxes of 3/4" Type A HMA with RAP | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Puente |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | HMA - 5 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Grinding Rock - Independence | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3953633 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 5 | 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: 2026-06-12-5
DIME Test ID: 2026-06-12-5-5
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: 2026-06-16
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/16/2026
Mass 1 of the specimen in air: 2413.6 g
Mass 1 of the surface dry specimen in air: 2419.2 g
Mass 1 of the specimen in water: 1372.0 g
Mass 2 of the specimen in air: 2414.1 g
Mass 2 of the surface dry specimen in air: 2419.4 g
Mass 2 of the specimen in water: 1372.9 g
Mass 3 of the specimen in air: 2413.9 g
Mass 3 of the surface dry specimen in air: 2419.2 g
Mass 3 of the specimen in water: 1373.2 g
Mass 4 of the specimen in air: 2413.3 g
Mass 4 of the surface dry specimen in air: 2418.8 g
Mass 4 of the specimen in water: 1373.0 g
Bulk Specific Gravity 1: 2.305
Bulk Specific Gravity 2: 2.307
Bulk Specific Gravity 3: 2.308
Bulk Specific Gravity 4: 2.308
Percent of water absorbed by volume 1: 0.53 %
Percent of water absorbed by volume 2: 0.51 %
Percent of water absorbed by volume 3: 0.51 %
Percent of water absorbed by volume 4: 0.53 %
Average Bulk Specific Gravity: 2.307
General comments (publicly viewable) (Max 1000 characters): HMA-5
Test was verified on 6/16/2026 ✔