Summary for Test 2025-07-17-21-5
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R9.8/R12.6 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL. |
| Location Description | MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 07/17/2025 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 07/17/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA 58-34M R15 |
| The quantity of what the sample constitutes | 16 Boxes of HMA | 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 | QA | Telephone number of sampler | |
| Laboratory sample identification | HMA-40 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Five Bridges | 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 | 1 |
| Sublot number | 40 | 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: 2025-07-17-21
DIME Test ID: 2025-07-17-21-5
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: 2025-07-21
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/18/2025
Mass 1 of the specimen in air: 2392.6 g
Mass 1 of the surface dry specimen in air: 2399.2 g
Mass 1 of the specimen in water: 1349.6 g
Mass 2 of the specimen in air: 2393.3 g
Mass 2 of the surface dry specimen in air: 2400.1 g
Mass 2 of the specimen in water: 1351.9 g
Mass 3 of the specimen in air: 2393.8 g
Mass 3 of the surface dry specimen in air: 2399.7 g
Mass 3 of the specimen in water: 1351.3 g
Mass 4 of the specimen in air: 2394.1 g
Mass 4 of the surface dry specimen in air: 2400.9 g
Mass 4 of the specimen in water: 1353.9 g
Bulk Specific Gravity 1: 2.280
Bulk Specific Gravity 2: 2.283
Bulk Specific Gravity 3: 2.283
Bulk Specific Gravity 4: 2.287
Percent of water absorbed by volume 1: 0.63 %
Percent of water absorbed by volume 2: 0.65 %
Percent of water absorbed by volume 3: 0.56 %
Percent of water absorbed by volume 4: 0.65 %
Average Bulk Specific Gravity: 2.283
General comments (publicly viewable) (Max 1000 characters): HMA-40
Test was verified on 7/21/2025 ✔