Summary for Test 2023-11-17-21-1
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 | 11/17/2023 | Sample Unique Key | 21 |
---|---|---|---|
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 | 11/17/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A 15%RAP PG64-10 |
The quantity of what the sample constitutes | L5SL33tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Doug | Last name of sampler or witnessed by | Ruff |
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 |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 5 |
Sublot number | 33 | HMA Mix Number |
Test Details
DIME Sample ID: 2023-11-17-21
DIME Test ID: 2023-11-17-21-1
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: 2023-11-20
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 11/17/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2920.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4961.0 g
Mass of HMA Sample prior to ignition: 2041.0 g
Mass Loss: 112.0 g
Mass of aggregate remaining after ignition: 1929.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.28 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.06 %
General comments (publicly viewable) (Max 1000 characters): L1SL33
Test was verified on 11/20/2023 ✔