Summary for Test 2024-02-10-3-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/23/2021 |
| Closeout Date | Not set |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 02/10/2024 | 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 | 02/12/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A PG64-10 |
| The quantity of what the sample constitutes | L6SL1 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Consultant Tester | Telephone number of sampler | 5596470032 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Porterville Asphalt & Rock PAI | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | NB TUL 99 N of Ave 264 Tagus | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 6 |
| Sublot number | 1 | 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: 2024-02-10-3
DIME Test ID: 2024-02-10-3-1
Testing Lab: CT D06 - Bakersfield 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: 2024-02-12
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 02/12/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2915.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 5112.6 g
Mass of HMA Sample prior to ignition: 2197.4 g
Mass Loss: 120.3 g
Mass of aggregate remaining after ignition: 2077.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.34 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.99 %
General comments (publicly viewable) (Max 1000 characters): L6SL1
Test was verified on 2/12/2024 ✔