Summary for Test 2025-06-12-27-2
Test performed: AASHTO T308-10Project 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 | 06/12/2025 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2025 | 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 | 1180 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand and Gravel | |
| Transportation Laboratory (TL) Number | HMA-F80 | 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: 2025-06-12-27
DIME Test ID: 2025-06-12-27-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2025-06-16
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Jerid Kupelian
Date of test: 06/12/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4281.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5936.1 g
Mass of HMA Sample prior to ignition: 1654.8 g
Mass Loss: 84.8 g
Mass of aggregate remaining after ignition: 1570.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.02 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.10 %
General comments (publicly viewable) (Max 1000 characters): HMA-F80
Test was verified on 6/16/2025 ✔