Summary for Test 2024-08-26-2-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R17.2/25.8 |
| Award Date | 06/26/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING. |
| Location Description | INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/26/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 08/26/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4” HMA |
| The quantity of what the sample constitutes | 1 box | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubartt |
| Title of sampler | Tet | Telephone number of sampler | |
| Laboratory sample identification | HMA 3 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Solari plant Granite Arvin | 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 | |
| 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: 2024-08-26-2
DIME Test ID: 2024-08-26-2-2
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: 2024-08-27
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/27/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4245.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 6398.8 g
Mass of HMA Sample prior to ignition: 2153.6 g
Mass Loss: 116.2 g
Mass of aggregate remaining after ignition: 2037.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.64 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.76 %
General comments (publicly viewable) (Max 1000 characters): HMA-3
Test was verified on 8/27/2024 ✔