Summary for Test 2025-05-29-34-5
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | 05/29/2026 |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 05/29/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2025 | Sample type | Acceptance |
| A brief description of the sample | 1/2" HMA-A-SP PG64-28M R15 | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jerid |
| Last name of sampler or witnessed by | Kupelian | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 4609 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand and Gravel | |
| Transportation Laboratory (TL) Number | HMA-F54 | 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 | 1/2 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: 2025-05-29-34
DIME Test ID: 2025-05-29-34-5
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: 2025-06-02
Test Results
Number of tests: 6
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 05/30/2025
Mass 1 of the specimen in air: 2449.6 g
Mass 1 of the surface dry specimen in air: 2455.9 g
Mass 1 of the specimen in water: 1394.4 g
Mass 2 of the specimen in air: 2448.6 g
Mass 2 of the surface dry specimen in air: 2454.5 g
Mass 2 of the specimen in water: 1391.7 g
Mass 3 of the specimen in air: 2450.3 g
Mass 3 of the surface dry specimen in air: 2456.0 g
Mass 3 of the specimen in water: 1393.8 g
Mass 4 of the specimen in air: 2449.7 g
Mass 4 of the surface dry specimen in air: 2455.2 g
Mass 4 of the specimen in water: 1393.0 g
Mass 5 of the specimen in air: 2448.3 g
Mass 5 of the surface dry specimen in air: 2454.4 g
Mass 5 of the specimen in water: 1392.6 g
Mass 6 of the specimen in air: 2449.0 g
Mass 6 of the surface dry specimen in air: 2454.5 g
Mass 6 of the specimen in water: 1392.7 g
Bulk Specific Gravity 1: 2.308
Bulk Specific Gravity 2: 2.304
Bulk Specific Gravity 3: 2.307
Bulk Specific Gravity 4: 2.306
Bulk Specific Gravity 5: 2.306
Bulk Specific Gravity 6: 2.306
Percent of water absorbed by volume 1: 0.59 %
Percent of water absorbed by volume 2: 0.56 %
Percent of water absorbed by volume 3: 0.54 %
Percent of water absorbed by volume 4: 0.52 %
Percent of water absorbed by volume 5: 0.57 %
Percent of water absorbed by volume 6: 0.52 %
Average Bulk Specific Gravity: 2.306
General comments (publicly viewable) (Max 1000 characters): HMA-F54
Test was verified on 6/2/2025 ✔