Ranking Opportunities for Autonomous Trucks Using Data Mining and GIS
Abstract
:1. Introduction
2. Literature Review
3. Methods
3.1. Datasets
3.2. Data Mining
4. Results
4.1. Filter 1: SH and LH Split
4.2. Filter 2: Top Zone Cluster
4.3. Filter 3: Shortest Paths
5. Discussion
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Author(s) | Method | Description | Application |
---|---|---|---|
[21] | Systematic Literature Review | Reviewed a wide range of existing literature to identify technologies that will disrupt future freight transportation. | Used to understand the role of ATs among disruptive technologies in freight transport. |
[23] | Econometric Modeling | Developed economic models to predict the impact of ATs on ton-mile production and rail flows. | Applied to forecast changes in ton-mile production and the influence of ATs on rail transportation. |
[26] | Business Model Analysis | Analyzed how ATs will change traditional business models in the transportation sector. | Focused on projecting shifts towards automated driving systems and holistic business models. |
[25] | Case Study | Examined specific examples or scenarios to extrapolate broader trends in AT development. | Explored how ATs may lead to a shift toward a network operator model in transportation. |
[32] | Experimental Simulation | Conducted driving simulations to gauge participant reactions to AT systems. | Applied to assess trust in AT systems and the impact of takeover requests during critical events. |
[33] | Bass Modeling | Utilized Bass diffusion models to estimate the adoption rate of ATs based on various factors. | Used to predict market penetration of ATs considering technology improvement, acceptance, price, and marketing. |
[10] | Scenario Planning Tools | Developed models to determine the most promising routes for AT deployment based on multiple criteria. | Applied to assist AT companies in selecting locations for initial testing and deployment. |
[30] | Legal Analysis | Examined the legal implications and changes due to autonomous vehicle deployment. | Focused on the shift of liability from human drivers to autonomous systems in ATs. |
Dataset | Description | Source |
---|---|---|
FAF5.5 | Regional Freight Database (Update 2023) | [39] |
FAF5 Regions | Metadata for FAF 5.5 (Update 2023) | [39] |
Primary Roads | U.S. Primary Roads National Shapefile (Update 2021) | [40] |
Major Cities | U.S. Major Cities (Update 2022) | [41] |
Truck Bottlenecks | Ranks the top 100 U.S. truck bottlenecks (2022) | [42] |
Miles Band | STL (M) | STL % | STM (B) | STM % | $M/K-Ton |
---|---|---|---|---|---|
<100 | 245 | 43% | 226 | 9% | 0.85 |
100–249 | 235 | 41% | 820 | 34% | 0.76 |
250–499 | 51 | 9% | 388 | 16% | 1.64 |
500–749 | 13 | 2% | 175 | 7% | 3.00 |
750–999 | 9 | 2% | 167 | 7% | 3.18 |
1000–1499 | 9 | 2% | 250 | 10% | 3.59 |
1500–2000 | 4 | 1% | 152 | 6% | 4.14 |
>2000 | 4 | 1% | 220 | 9% | 5.83 |
STL (M) | STM (T) | Trillion USD | ||||
---|---|---|---|---|---|---|
Year | LH | SH | LH | SH | LH | SH |
2017 | 480 | 89 | 46 | 60 | 8.7 | 5.0 |
2018 | 488 | 90 | 47 | 61 | 9.0 | 5.0 |
2019 | 485 | 89 | 47 | 60 | 8.9 | 4.9 |
2020 | 470 | 86 | 46 | 59 | 8.5 | 4.7 |
2021 | 479 | 85 | 47 | 58 | 8.6 | 4.8 |
2023 | 491 | 93 | 47 | 63 | 9.3 | 5.4 |
2025 | 507 | 98 | 49 | 66 | 9.8 | 5.8 |
2030 | 537 | 106 | 52 | 72 | 10.8 | 6.4 |
2035 | 568 | 115 | 55 | 79 | 11.8 | 7.1 |
2040 | 606 | 126 | 59 | 87 | 13.0 | 8.0 |
2045 | 653 | 139 | 64 | 96 | 14.5 | 8.9 |
2050 | 705 | 153 | 69 | 106 | 16.0 | 10.0 |
Route Terminals | STL (K) | Miles | Highways |
---|---|---|---|
Atlanta GA–San Francisco CA | 13 | 2601.5 | I20, I10, I5 |
Chicago IL–Atlanta GA | 86 | 712.8 | I65, I24, I75 |
Chicago IL–Des Moines IA | 243 | 334.2 | I80, I88 |
Chicago IL–San Francisco CA | 36 | 2135.9 | I88, I80 |
Dallas TX–Atlanta GA | 136 | 789.9 | I20 |
Dallas TX–Chicago IL | 91 | 992.4 | I35, I44, I55 |
Dallas TX–Des Moines IA | 34 | 745.5 | I35, I335, I70, I35 |
Dallas TX–Houston TX | 2659 | 239.8 | I45 |
Dallas TX–Los Angeles CA | 173 | 1437.7 | I20, I10 |
Dallas TX–San Francisco CA | 20 | 1817.5 | I20, I10, I5 |
Des Moines IA–Atlanta GA | 30 | 1006.8 | I80, I74, I65, I24, I75 |
Des Moines IA–San Francisco CA | 15 | 1801.7 | I80 |
Houston TX–Atlanta GA | 50 | 811.6 | I10, I59, I20 |
Houston TX–Chicago IL | 87 | 1189.4 | I10, I55, I57 |
Houston TX–Des Moines IA | 16 | 985.3 | I45, I35, I335, I70, I35 |
Houston TX–Los Angeles CA | 115 | 1551.5 | I10 |
Houston TX–San Francisco CA | 35 | 1931.2 | I10, I5 |
Los Angeles CA–Atlanta GA | 77 | 2221.8 | I10, I20 |
Los Angeles CA–Chicago IL | 159 | 2083.0 | I15, I80, I88 |
Los Angeles CA–Des Moines IA | 50 | 1748.8 | I15, I80 |
Los Angeles CA–San Francisco CA | 1790 | 382.5 | I5 |
Lubbock TX–Atlanta GA | 79 | 1303.5 | I27, I40, I24, I75 |
Lubbock TX–Chicago IL | 85 | 1175.7 | I27, I40, I44, I55 |
Lubbock TX–Dallas TX | 523 | 582.3 | I27, I40, I35 |
Lubbock TX–Des Moines IA | 21 | 922.1 | I27, I40, I35, I335, I70, I35 |
Lubbock TX–Houston TX | 1864 | 820.3 | I27, I40, I35, I45 |
Lubbock TX–Los Angeles CA | 91 | 1195.9 | I27, I40, I15 |
Lubbock TX–San Francisco CA | 25 | 1571.6 | I27, I40, I15, I10, I5 |
Route | STL (K) | Weight | Value | Top Bottlenecks and Rank |
---|---|---|---|---|
I45 | 4539 | 25.3% | 5.2% | Houston, TX: #3 at I69/US59, #19 at I610. Dallas, TX: #16 at I30 |
I27 | 2689 | 15.0% | 7.5% | |
I40 | 2689 | 15.0% | 14.3% | Nashville, TN: #9 atI440 |
I35 | 2549 | 14.2% | 1.3% | |
I5 | 1883 | 10.5% | 2.0% | |
I10 | 597 | 3.3% | 2.0% | Houston, TX: #11 at I45. Baton Rouge, LA: #20 at I110 |
I80 | 533 | 3.0% | 5.7% | Chicago, IL: #12 at I94 |
I20 | 470 | 2.6% | 4.5% | Atlanta, GA: #5 at I285W, #17 at I285E |
I88 | 438 | 2.4% | 9.2% | Chicago, IL: #2 at I290, I294 |
I15 | 325 | 1.8% | 1.6% | San Bernardino, CA: #10 at I10 |
I55 | 263 | 1.5% | 2.2% | |
I24 | 194 | 1.1% | 0.9% | Nashville, TN: #9 at I40/I440 |
I75 | 194 | 1.1% | 0.9% | McDonough, GA: #13, Atlanta #18. |
I44 | 176 | 1.0% | 16.1% | |
I65 | 116 | 0.6% | 0.4% | |
I57 | 87 | 0.5% | 0.4% | |
I70 | 71 | 0.4% | 0.7% | |
I335 | 71 | 0.4% | 4.2% | |
I59 | 50 | 0.3% | 10.4% | |
I74 | 30 | 0.2% | 10.4% |
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Bridgelall, R.; Jones, R.; Tolliver, D. Ranking Opportunities for Autonomous Trucks Using Data Mining and GIS. Geographies 2023, 3, 806-823. https://doi.org/10.3390/geographies3040044
Bridgelall R, Jones R, Tolliver D. Ranking Opportunities for Autonomous Trucks Using Data Mining and GIS. Geographies. 2023; 3(4):806-823. https://doi.org/10.3390/geographies3040044
Chicago/Turabian StyleBridgelall, Raj, Ryan Jones, and Denver Tolliver. 2023. "Ranking Opportunities for Autonomous Trucks Using Data Mining and GIS" Geographies 3, no. 4: 806-823. https://doi.org/10.3390/geographies3040044
APA StyleBridgelall, R., Jones, R., & Tolliver, D. (2023). Ranking Opportunities for Autonomous Trucks Using Data Mining and GIS. Geographies, 3(4), 806-823. https://doi.org/10.3390/geographies3040044