Summary for Test 2025-04-28-13-5
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 | 04/28/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2025 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA-A-SP PG58-34M 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 | |
| Telephone number of sampler | 7609208313 | Laboratory sample identification | 4573 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite 5 Bridges Plant | |
| 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: 2025-04-28-13
DIME Test ID: 2025-04-28-13-5
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: 2025-05-01
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/28/2025
Mass 1 of the specimen in air: 2387.9 g
Mass 1 of the surface dry specimen in air: 2395.5 g
Mass 1 of the specimen in water: 1342.1 g
Mass 2 of the specimen in air: 2389.7 g
Mass 2 of the surface dry specimen in air: 2396.6 g
Mass 2 of the specimen in water: 1346.2 g
Mass 3 of the specimen in air: 2392.0 g
Mass 3 of the surface dry specimen in air: 2398.5 g
Mass 3 of the specimen in water: 1345.1 g
Mass 4 of the specimen in air: 2389.6 g
Mass 4 of the surface dry specimen in air: 2399.4 g
Mass 4 of the specimen in water: 1344.7 g
Bulk Specific Gravity 1: 2.267
Bulk Specific Gravity 2: 2.275
Bulk Specific Gravity 3: 2.271
Bulk Specific Gravity 4: 2.266
Percent of water absorbed by volume 1: 0.72 %
Percent of water absorbed by volume 2: 0.66 %
Percent of water absorbed by volume 3: 0.62 %
Percent of water absorbed by volume 4: 0.93 %
Average Bulk Specific Gravity: 2.270
General comments (publicly viewable) (Max 1000 characters): JMF-01
Test was verified on 5/1/2025 ✔