|
1 | | -# Data and Analysis Codes for TRR paper: |
| 1 | +# Data and Analysis Code for TRR Paper |
2 | 2 |
|
3 | 3 | ## Evaluating Mechanical Performance of High-RAP Asphalt Mixtures Modified with Bio- and Petroleum-Based Recycling Agents: Insights from the Pavement Testing Facility |
4 | 4 |
|
5 | 5 | [](https://github.com/TFHRC-ABML/Pub_TRR_RAmodified_PitC/blob/main/LICENSE) |
6 | 6 |
|
7 | | -**[paper](XXXX)** |
| 7 | +📄 **[Paper Link (under review)](XXXX)** |
8 | 8 |
|
9 | | -Authors and Contributors: |
| 9 | +### Authors and Contributors |
10 | 10 | - *Behnam Jahangiri ( [email protected]) * |
11 | 11 | - *S. Farhad Abdollahi ( [email protected]) * |
12 | 12 | - *Adrian Anderiescu ( [email protected]) * |
13 | 13 | - *Hamzeh Haghshenas ( [email protected]) * |
14 | 14 | - *David Mensching ( [email protected]) * |
15 | 15 |
|
| 16 | +--- |
| 17 | + |
| 18 | +This repository contains the data and analysis code accompanying the TRR paper (currently under review) titled: |
| 19 | +**"Evaluating Mechanical Performance of High-RAP Asphalt Mixtures Modified with Bio- and Petroleum-Based Recycling Agents: Insights from the Pavement Testing Facility."** |
16 | 20 |
|
17 | | -This repository contains the data and analysis codes for the TRR paper [currently under review] titled "Evaluating Mechanical Performance of High-RAP Asphalt Mixtures Modified with Bio- and Petroleum-Based Recycling Agents: Insights from the Pavement Testing Facility". |
| 21 | +--- |
18 | 22 |
|
19 | | -## Content ## |
| 23 | +## Table of Contents |
20 | 24 |
|
21 | | -0. [Requirement](#setup-instruction) |
22 | | -0. [Dataset](#sample-database) |
23 | | -0. [Analysis codes](#how-to-use) |
24 | | -0. [Acknowledgement](#acknowledgement) |
25 | | -0. [Citation](#citation) |
| 25 | +1. [Requirements](#requirements) |
| 26 | +2. [Dataset](#dataset) |
| 27 | +3. [Analysis Code](#analysis-code) |
| 28 | +4. [Acknowledgments](#acknowledgments) |
| 29 | +5. [Citation](#citation) |
26 | 30 |
|
| 31 | +--- |
27 | 32 |
|
28 | | -## Requirement ## |
| 33 | +## Requirements |
29 | 34 |
|
30 | | -This project has been developed using `Python` programming language coupled with some external libraries, detailed provided below. You'll need to use the compatible versions to run it smoothly. |
| 35 | +The analysis was conducted using Python and several external libraries. Please ensure the following versions are installed for full compatibility: |
31 | 36 |
|
32 | | -* Python version 3.8.20 |
33 | | -* `numpy` library, version 1.24.3 |
34 | | -* `scipy` library, version 1.10.1 |
35 | | -* `pandas` library, version 2.0.3 |
36 | | -* `matplotlib` library, version 3.7.2 |
37 | | -* `sklearn` library, version 1.3.0 |
| 37 | +- Python 3.8.20 |
| 38 | +- `numpy` 1.24.3 |
| 39 | +- `scipy` 1.10.1 |
| 40 | +- `pandas` 2.0.3 |
| 41 | +- `matplotlib` 3.7.2 |
| 42 | +- `scikit-learn` 1.3.0 |
38 | 43 |
|
39 | 44 | --- |
40 | 45 |
|
41 | | -## Dataset ## |
| 46 | +## Dataset |
42 | 47 |
|
43 | | -Data has been provided with this repository as an Excel file, called `Data.xlsx`. This file include several sheets, each for a specific test or material properties results, as follows: |
| 48 | +The dataset is provided as an Excel file, `Data.xlsx`, which contains multiple sheets corresponding to different laboratory tests and material properties: |
44 | 49 |
|
45 | | -* **RA Dosage Determination**: this sheet include the high- and low-temperature performance grade (HTPG and LTPG) of the binder blends which is used to determined the optimized recycling agent (RA) dosage at the mixture level. |
46 | | -* **Compaction Curves**: this sheet include the gyratory compactor results in terms of calculated %Gmm as a function of number gyration for different asphalt mixtures (with three replicates). |
47 | | -* **Gradation Curves**: this sheet includes the measured aggregate gradation, target gradation, and couple of control points for the asphalt mixtures used in this study. |
48 | | -* **JMF**: this sheet include the job mix formula (JMF) details of the asphalt mixtures used in this study. |
49 | | -* **HTPG**: this sheet include the measured HTPG of the recovered binders from the asphalt mixtures of this study. |
50 | | -* **LTPG**: this sheet include the measured S-values and m-values from the BBR testing for the recovered binders from the asphalt mixtures of this study. |
51 | | -* **Glover-Rowe (G-R)**: this sheet include the |G*| and phase angle values measured at the temperature of 44.7°C and loading frequency of 10 rad/s which is used to calculate the G-R parameter for the recovered binders from the asphalt mixtures of this study. |
52 | | -* **DENT**: this sheet include the detailed outputs of the DENT test for the recovered binders from the asphalt mixtures of this study. |
53 | | -* **Extended BBR**: this sheet include the measured S-values vand m-values under different conditioning of extended BBR test for the recovered binders from the asphalt mixtures of this study. |
54 | | -* **IDEAL-CT**: this sheet include the analyzed outputs of the IDEAL-CT test for the asphalt mixtures of this study. |
55 | | -* **DCT**: this sheet include the analyzed outputs of the DCT test (fracture energy) for the asphalt mixtures of this study. |
56 | | -* **HWTT (raw data)**: this sheet include the raw data from the HWTT test to plot the rutting curves for the asphalt mixtures of this study. |
57 | | -* **HWTT (Analysis)**: this sheet include the analyzed outputs of the HWTT test for the asphalt mixtures of this study. |
| 50 | +- **RA Dosage Determination**: Contains high- and low-temperature performance grades (HTPG and LTPG) of binder blends used to determine optimized RA dosage. |
| 51 | +- **Compaction Curves**: Gyratory compactor results showing %Gmm versus number of gyrations (three replicates per mixture). |
| 52 | +- **Gradation Curves**: Measured and target aggregate gradations with control points for the mixtures. |
| 53 | +- **JMF**: Job Mix Formula (JMF) details for all asphalt mixtures. |
| 54 | +- **HTPG**: Measured HTPG of recovered binders. |
| 55 | +- **LTPG**: S-values and m-values from BBR testing of recovered binders. |
| 56 | +- **Glover-Rowe (G-R)**: |G*| and phase angle values at 44.7 °C and 10 rad/s used to compute the G-R parameter. |
| 57 | +- **DENT**: Results from the DENT test, including CTOD and related outputs. |
| 58 | +- **Extended BBR**: S-values and m-values under extended BBR test conditions. |
| 59 | +- **IDEAL-CT**: Summary results of the IDEAL-CT test. |
| 60 | +- **DCT**: Summary results from the DCT test (fracture energy). |
| 61 | +- **HWTT (raw data)**: Raw rutting data from the Hamburg Wheel Tracking Test. |
| 62 | +- **HWTT (Analysis)**: Analyzed HWTT outputs. |
58 | 63 |
|
| 64 | +--- |
59 | 65 |
|
60 | | -## Analysis codes ## |
| 66 | +## Analysis Code |
61 | 67 |
|
62 | | -The analyses efforts of this study has been organized into 4 different jupyter notebooks, as follows: |
| 68 | +The analysis is organized into four Jupyter Notebooks: |
63 | 69 |
|
64 | | -* `Task01_RA_Optimization.ipynb`: this notebook include the codes to calculate the optimized RA dosage and plot the relevant figure. |
65 | | -* `Task02_Compaction_Gradation.ipynb`: this notebook include the codes to plot the compaction and gradation curves. |
66 | | -* `Task03_Binder_Test_Results.ipynb`: this notebook include the analysis and plotting codes for the asphalt binder tests, including the HTPG, LTPG, G-R, LTPG loss, and DENT's CTOD parameter. |
67 | | -* `Task04_Mixture_Test_Results.ipynb`: this notebook include the analysis and plotting codes for the asphalt mixture tests, including the IDEAL-CT, DCT, and HWTT tests. |
| 70 | +- `Task01_RA_Optimization.ipynb`: Calculates the optimized RA dosage and plots relevant figures. |
| 71 | +- `Task02_Compaction_Gradation.ipynb`: Plots compaction and gradation curves. |
| 72 | +- `Task03_Binder_Test_Results.ipynb`: Analyzes binder test results including HTPG, LTPG, G-R, LTPG loss, and CTOD from DENT. |
| 73 | +- `Task04_Mixture_Test_Results.ipynb`: Analyzes mixture performance from IDEAL-CT, DCT, and HWTT tests. |
68 | 74 |
|
69 | | -## Acknowledgement ## |
| 75 | +--- |
70 | 76 |
|
71 | | -We extend our sincere gratitude to Bethel La Plana, Steve Portillo, Scott Parobeck, and Frank Davis for their contributions in preparing and testing the asphalt binder and mixture samples. |
| 77 | +## Acknowledgments |
72 | 78 |
|
73 | | -## Citation ## |
| 79 | +We gratefully acknowledge Bethel La Plana, Steve Portillo, Scott Parobeck, and Frank Davis for their efforts in preparing and testing the asphalt binder and mixture samples used in this study. |
74 | 80 |
|
75 | | -If you use our code or method in your work, please cite the following: |
| 81 | +--- |
| 82 | + |
| 83 | +## Citation |
| 84 | + |
| 85 | +If you use this code or dataset in your research, please cite the following: |
76 | 86 |
|
77 | 87 | ```bibtex |
78 | 88 | @misc{JahangiriRAmodifiedHighRAP2025, |
79 | | - title = {Evaluating Mechanical Performance of High-RAP Asphalt Mixtures Modified with Bio- and Petroleum-Based Recycling Agents: Insights from the Pavement Testing Facility}, |
80 | | - author = {Jahangiri, Behnamm and Abdollahi, Seyed Farhad and Andriescu, Adrian and Haghshenas, Hamzeh and Mensching, David}, |
81 | | - year = {TBD}, |
82 | | - month = TBD, |
83 | | - publisher = {Transportation Research Record: Journal of Transportation Research Board}, |
84 | | - doi = {XXXXX}, |
85 | | - urldate = {2025-10-09}, |
| 89 | + title = {Evaluating Mechanical Performance of High-RAP Asphalt Mixtures Modified with Bio- and Petroleum-Based Recycling Agents: Insights from the Pavement Testing Facility}, |
| 90 | + author = {Jahangiri, Behnam and Abdollahi, Seyed Farhad and Anderiescu, Adrian and Haghshenas, Hamzeh and Mensching, David}, |
| 91 | + year = {TBD}, |
| 92 | + month = {TBD}, |
| 93 | + publisher = {Transportation Research Record: Journal of the Transportation Research Board}, |
| 94 | + doi = {XXXXX}, |
| 95 | + urldate = {2025-10-09}, |
86 | 96 | archiveprefix = {XXX}, |
87 | | - langid = {english}, |
88 | | - keywords = {Bio Recycling Agent, Petroleum Recycling Agent, High-RAP Asphalt Mixtures, Cracking Resistance, Rutting Resistance} |
| 97 | + langid = {english}, |
| 98 | + keywords = {Bio Recycling Agent, Petroleum Recycling Agent, High-RAP Asphalt Mixtures, Cracking Resistance, Rutting Resistance} |
89 | 99 | } |
90 | 100 | ``` |
91 | 101 |
|
92 | | -Please direct any questions to Farhad Abdollahi ( [email protected]). |
| 102 | +--- |
| 103 | + |
| 104 | +📬 For questions or feedback, please contact **Farhad Abdollahi ** at *[email protected]*. |
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