Summary for Test 2024-06-04-4-1
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 | 06/04/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/04/2024 | Sample type | Quality Assurance |
| A brief description of the sample | HMA-R99 | The quantity of what the sample constitutes | 750 Tons - 4000 Tons - 10,000 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 | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand & Gravel Olancha plant | |
| 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 | 99 | 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: 2024-06-04-4
DIME Test ID: 2024-06-04-4-1
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: 2024-06-10
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/05/2024
Mass 1 of the specimen in air: 2406.4 g
Mass 1 of the surface dry specimen in air: 2424.1 g
Mass 1 of the specimen in water: 1393.0 g
Mass 2 of the specimen in air: 2405.6 g
Mass 2 of the surface dry specimen in air: 2421.9 g
Mass 2 of the specimen in water: 1392.6 g
Mass 3 of the specimen in air: 2403.6 g
Mass 3 of the surface dry specimen in air: 2422.9 g
Mass 3 of the specimen in water: 1392.4 g
Mass 4 of the specimen in air: 2404.8 g
Mass 4 of the surface dry specimen in air: 2424.3 g
Mass 4 of the specimen in water: 1391.7 g
Bulk Specific Gravity 1: 2.334
Bulk Specific Gravity 2: 2.337
Bulk Specific Gravity 3: 2.332
Bulk Specific Gravity 4: 2.329
Percent of water absorbed by volume 1: 1.72 %
Percent of water absorbed by volume 2: 1.58 %
Percent of water absorbed by volume 3: 1.87 %
Percent of water absorbed by volume 4: 1.89 %
Average Bulk Specific Gravity: 2.333
General comments (publicly viewable) (Max 1000 characters): HMA-R99
Test was verified on 6/10/2024 ✔