Summary for Test 2024-06-27-3-3
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 | Not set |
| 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 | 06/27/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 06/28/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-%156 |
| The quantity of what the sample constitutes | 50-60K HAMM | 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 and Gravel | 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 | 156 | 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: 2024-06-27-3
DIME Test ID: 2024-06-27-3-3
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: 2024-07-09
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/05/2024
Mass 1 of the specimen in air: 2396.4 g
Mass 1 of the surface dry specimen in air: 2410.7 g
Mass 1 of the specimen in water: 1387.4 g
Mass 2 of the specimen in air: 2395.1 g
Mass 2 of the surface dry specimen in air: 2408.8 g
Mass 2 of the specimen in water: 1386.5 g
Mass 3 of the specimen in air: 2394.3 g
Mass 3 of the surface dry specimen in air: 2407.5 g
Mass 3 of the specimen in water: 1386.0 g
Mass 4 of the specimen in air: 2394.9 g
Mass 4 of the surface dry specimen in air: 2408.1 g
Mass 4 of the specimen in water: 1385.6 g
Bulk Specific Gravity 1: 2.342
Bulk Specific Gravity 2: 2.343
Bulk Specific Gravity 3: 2.344
Bulk Specific Gravity 4: 2.342
Percent of water absorbed by volume 1: 1.40 %
Percent of water absorbed by volume 2: 1.34 %
Percent of water absorbed by volume 3: 1.29 %
Percent of water absorbed by volume 4: 1.29 %
Average Bulk Specific Gravity: 2.343
General comments (publicly viewable) (Max 1000 characters): HMA-R156
Test was verified on 7/9/2024 ✔