Summary for Test 2024-05-08-4-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 995257 DEA: 09401004 EFIS: 0924000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-190-9.8-68.0 |
| Award Date | 08/21/2023 |
| Closeout Date | 03/13/2025 |
| Work Description | Emergency Repair from Flood Damage to State Route 190 near Olancha, CA. |
| Location Description | State Route 190 |
| QA Service Level | 1 (Verified on 10/19/2023) |
Sample Information
| Sample Taken Date | 05/08/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 05/08/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A-SP PG64-28M R15 |
| The quantity of what the sample constitutes | 1 Box of HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREAS | Telephone number of sampler | 7609208313 |
| Laboratory sample identification | 3888 | Linked DIME Sample ID | HMA-03 |
| The fabricator/manufacturer/facility name | Granite 5 Bridges 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 | |
| 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: 2024-05-08-4
DIME Test ID: 2024-05-08-4-1
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: 2024-05-09
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 05/08/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4245.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 6350.2 g
Mass of HMA Sample prior to ignition: 2105.2 g
Mass Loss: 98.2 g
Mass of aggregate remaining after ignition: 2007.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.19 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.47 %
General comments (publicly viewable) (Max 1000 characters): HMA-03
Test was verified on 5/9/2024 ✔