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Personal rapid transit

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Title: Personal rapid transit  
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Personal rapid transit

An ULTra PRT vehicle on a test track at LHR, UK.
A vehicle on US.

Personal rapid transit (PRT), also called podcar, is a public transport mode featuring small automated vehicles operating on a network of specially built guide ways. PRT is a type of automated guideway transit (AGT), a class of system which also includes larger vehicles all the way to small subway systems.

PRT vehicles are sized for individual or small group travel, typically carrying no more than 3 to 6 passengers per vehicle.[1] Guide ways are arranged in a network topology, with all stations located on sidings, and with frequent merge/diverge points. This allows for nonstop, point-to-point travel, bypassing all intermediate stations. The point-to-point service has been compared to a taxi or a horizontal lift (elevator).

As of July 2013, four PRT systems are operational: 2getthere system at Masdar City, UAE, and since 2011 a 21-vehicle Ultra PRT system at London Heathrow Airport. A 40-vehicle Vectus system with in-line stations officially opened in Suncheon,[2] South Korea in April 2014 after a year of testing.[3][4] Expansion of the Masdar system was cancelled just after the pilot scheme opened.[5] Numerous other PRT systems have been proposed but not implemented, including many substantially larger than those now operating.


  • Overview 1
  • List of operational ATN systems 2
  • List of automated transit networks (ATN) suppliers 3
  • History 4
    • Origins 4.1
    • UMTA is formed 4.2
    • PRT research starts 4.3
    • System developments 4.4
    • Later developments 4.5
  • System design 5
    • Vehicle design 5.1
      • Propulsion 5.1.1
      • Switching 5.1.2
    • Infrastructure design 5.2
      • Guideways 5.2.1
      • Stations 5.2.2
    • Operational characteristics 5.3
      • Headway distance 5.3.1
      • Capacity 5.3.2
        • Single line capacity
        • Networked PRT capacity
      • Travel speed 5.3.3
      • Ridership attraction 5.3.4
      • Control algorithms 5.3.5
      • Safety 5.3.6
      • Energy efficiency 5.3.7
    • Cost characteristics 5.4
  • Opposition and controversy 6
    • Technical feasibility debate 6.1
    • Regulatory concerns 6.2
    • Concerns about PRT research 6.3
    • New urbanist opinion 6.4
  • Group rapid transit 7
  • See also 8
  • References 9
  • External links 10


Most mass transit systems move people in groups over scheduled routes. This has inherent inefficiencies.[6] For passengers, time is wasted by waiting for the next arrival, indirect routes to their destination, stopping for passengers with other destinations, and often confusing or inconsistent schedules. Slowing and accelerating large weights can undermine public transport's benefit to the environment while slowing other traffic.[6] Personal rapid transit systems attempt to eliminate these wastes by moving small groups nonstop in automated vehicles on fixed tracks. Passengers can ideally board a pod immediately upon arriving at a station, and can — with a sufficiently extensive network of tracks — take relatively direct routes to their destination without stops.[6]

Perhaps most importantly, PRT systems offer many traits similar to cars. For example, they offer privacy and the ability to choose one's own schedule.[6] PRT may in fact allow for quicker transportation than cars during rush hour, since automated vehicles avoid unnecessary slowing. A PRT system can also transport freight.

The low weight of PRT's small vehicles allows smaller guideways and support structures than mass transit systems like light rail.[6] The smaller structures translate into lower construction cost, smaller easements, and less visually obtrusive infrastructure.[6]

As it stands, a city-wide deployment with many lines and closely spaced stations, as envisioned by proponents, has yet to be constructed. Past projects have failed because of financing, cost overruns, regulatory conflicts, political issues, misapplied technology, and flaws in design, engineering or review.[6]

However, the theory remains active. For example, from 2002–2005, the EDICT project, sponsored by the European Union, conducted a study on the feasibility of PRT in four European cities. The study involved 12 research organizations, and concluded that PRT:[7]

  • would provide future cities "a highly accessible, user-responsive, environmentally friendly transport system which offers a sustainable and economic solution."
  • could "cover its operating costs, and provide a return which could pay for most, if not all, of its capital costs."
  • would provide "a level of service which is superior to that available from conventional public transport"
  • would be "well received by the public, both public transport and car users."

The report also concluded that, despite these advantages, public authorities will not commit to building PRT because of the risks associated with being the first public implementation.[7][8]

Comparison of Personal Rapid Transit with existing transport systems
Similar to automobiles
  • Vehicles are small—typically two to six passengers
  • Vehicles are individually hired, like taxis, and shared only with the passengers of one's choosing
  • Vehicles travel along a network of guideways, much like a network of streets. Travel is point-to-point, with no intermediate stops or transfers
  • Potential for on-demand, around-the-clock availability
  • Stops are designed to be off the main guideway, allowing through traffic to bypass stations unimpeded
Similar to trams, buses, and monorails
  • A public amenity (although not necessarily publicly owned), shared by multiple users
  • Reduced local pollution (electric powered)
  • Passengers embark and disembark at discrete stations, analogous to bus stops or taxi stands
Similar to automated people movers
  • Fully automated, including vehicle control, routing, and collection of fares
  • Usually off-grade—typically elevated—reducing land usage and congestion
Distinct features
  • Vehicle movements may be coordinated, unlike the autonomous human control of automobiles and bikes
  • Small vehicle size allows infrastructure to be smaller than other transit modes
  • Automated vehicles can travel close together. Possibilities include dynamically combined "trains" of vehicles, separated by a few inches, to reduce drag and increase speed, energy efficiency and passenger density

The PRT acronym was introduced formally in 1978 by J. Edward Anderson.[9] The Advanced Transit Association (ATRA), a group which advocates the use of technological solutions to transit problems, compiled a definition in 1988 that can be seen here.[10]

List of operational ATN systems

Currently, five advanced transit networks (ATN) systems are operational, and several more are in the planning stage.[11]

System Manufacturer Type Locations Guideway Stations / vehicles Notes
Morgantown PRT Boeing PRT
  • [12]
700113200000000000013.2 km (8.2 mi)[13] 5[13] / 73[12] Up to 20 passengers per vehicle, some rides not point-to-point during low usage periods[12]
ParkShuttle 2getthere[14] GRT
  • Schiphol Airport, the Netherlands (October 1997 – May 2004)
  • Rivium I, the Netherlands (February 1999)
  • Rivium II, the Netherlands (November 2005)
? ? ?
CyberCab 2getthere[14] PRT 70001500000000000001.5 km (0.9 mi) 2 passenger, 3 freight / 10 passenger, 3 freight [15] Initial plans called for automobiles to be banned, with PRT as the only powered intra-city transport[16] (along with an inter-city light rail line[17]) In October 2010 it was announced the PRT would not expand beyond the pilot scheme due the cost of creating the undercroft to segregate the system from pedestrian traffic.[5][18] Plans now include electric cars and electric buses.[19] In June 2013 a representative of the builder 2getthere said the freight vehicles had still not been put into service because they had not worked out how to get freight to and from the stations.[20]
ULTra PRT ULTra PRT 70003800000000000003.8 km (2.4 mi)[21] 3 / 21[22] The Heathrow PRT system became operational in 2011, connecting Terminal 5 with a long-term car park.[23] In May 2014 BAA said in a draft 5 year plan that it would extend the system throughout the airport but this was dropped from the final plan.
Vectus PRT[24] Vectus PRT
  • Suncheon, South Korea (September 2013)[24]
70004639999999999994.64 km (2.9 mi)[25] 2 / 40[24] Connects the site of 2013 Suncheon Garden Expo Korea to a station in the wetlands “Buffer Area” next to the Suncheon Literature Museum;[26] the line runs parallel to the Suncheon-dong Stream.[27] Stations are "on-line."

List of automated transit networks (ATN) suppliers

The following list summarizes several well-known automated transit networks (ATN) suppliers as of 2014.[28]

  • Revenue service: ULTra, 2getthere, WGH, Vectus.
  • Full test track: Modutram, Intamin, Induct, Cabinentaxi.[29]
  • Mockups or scale models: Taxi 2000, Skycab, MoveMile, EcoMobility, Cybertran, Shweeb, Tubenet Transit Systems.
  • Analyzed and stimulated: Tri-Track, Skytran, PRT International (ITNS), GTS Foundation, Beamways, MISTER.
  • Conceptus: Skycabs, Minnesota PRT, JPods, BM Design, Interstate Traveller, Flyway, RUF, ecoPRT, SkyRide, APGM.
  • Historical: CVS, Aramis, PRT2000 (Raytheon),[30] Monocab/ROMAG.



Modern PRT concepts began around 1953 when Donn Fichter, a city transportation planner, began research on PRT and alternative transportation methods. In 1964, Fichter published a book,[31] which proposed an automated public transit system for areas of medium to low population density. One of the key points made in the book was Fichter's belief that people would not leave their cars in favor of public transit unless the system offered flexibility and end-to-end transit times that were much better than existing systems – flexibility and performance he felt only a PRT system could provide. Several other urban and transit planners also wrote on the topic and some early experimentation followed, but PRT remained relatively unknown.

Around the same time, Edward Haltom was studying monorail systems. Haltom noticed that the time to start and stop a conventional large monorail train, like those of the Wuppertal Schwebebahn, meant that a single line could only support between 20 and 40 vehicles an hour. In order to get reasonable passenger movements on such a system, the trains had to be large enough to carry hundreds of passengers (see headway for a general discussion). This, in turn, demanded large guideways that could support the weight of these large vehicles, driving up capital costs to the point where he considered them unattractive.[32]

Haltom turned his attention to developing a system that could operate with shorter timings, thereby allowing the individual cars to be smaller while preserving the same overall route capacity. Smaller cars would mean less weight at any given point, which meant smaller and less expensive guideways. To eliminate the backup at stations, the system used "offline" stations that allowed the mainline traffic to bypass the stopped vehicles. He designed the Monocab system using six-passenger cars suspended on wheels from an overhead guideway. Like most suspended systems, it suffered from the problem of difficult switching arrangements. Since the car rode on a rail, switching from one path to another required the rail to be moved; a slow process that limited the possible headways.[32]

UMTA is formed

By the late 1950s the problems with urban sprawl were becoming evident in the US. When cities improved roads and the transit times were lowered, suburbs developed at ever increasing distances from the city cores, and people moved out of the downtown areas. Lacking pollution control systems, the rapid rise in car ownership and the longer trips to and from work was causing significant air quality problems. Additionally, movement to the suburbs led to a flight of capital from the downtown areas, one cause of the rapid urban decay seen in the US.

Mass transit systems were one way to combat these problems. Yet during this period, the US federal government was feeding the problems by funding the development of the Interstate Highway System, while at the same time funding for mass transit was being rapidly scaled back. Public transit ridership in most cities plummeted.[33]

In 1962, President John F. Kennedy charged the United States Congress with the task of addressing these problems. These plans came to fruition in 1964, when President Lyndon B. Johnson signed the Urban Mass Transportation Act of 1964 into law, thereby forming the Urban Mass Transportation Administration.[34] The UMTA was set up to fund mass transit developments in the same fashion that the earlier Federal Aid Highway Act of 1956 had helped create in the Interstate Highways. That is, the UMTA would help cover the capital costs of building out new infrastructure.

PRT research starts

However, planners who were aware of the PRT concept were worried that building more systems based on existing technologies would not help the problem, as Fitcher had earlier noted. Proponents suggested that systems would have to offer the flexibility of a car:

The reason for the sad state of public transit is a very basic one - the transit systems just do not offer a service which will attract people away from their automobiles. Consequently, their patronage comes very largely from those who cannot drive, either because they are too young, too old, or because they are too poor to own and operate an automobile. Look at it from the standpoint of a commuter who lives in a suburb and is trying to get to work in the central business district (CBD). If he is going to go by transit, a typical scenario might be the following: he must first walk to the closest bus stop, let us say a five or ten minute walk, and then he may have to wait up to another ten minutes, possibly in inclement weather, for the bus to arrive. When it arrives, he may have to stand unless he is lucky enough to find a seat. The bus will be caught up in street congestion and move slowly, and it will make many stops completely unrelated to his trip objective. The bus may then let him off at a terminal to a suburban train. Again he must wait, and, after boarding the train, again experience a number of stops on the way to the CBD, and possibly again he may have to stand in the aisle. He will get off at the station most convenient to his destination and possibly have to transfer again onto a distribution system. It is no wonder that in those cities where ample inexpensive parking is available, most of those who can drive do drive.[35]

In 1966, the United States Department of Housing and Urban Development was asked to "undertake a project to study … new systems of urban transportation that will carry people and goods … speedily, safely, without polluting the air, and in a manner that will contribute to sound city planning". The resulting report was published in 1968,[36] and proposed the development of PRT, as well as other systems such as dial-a-bus and high-speed interurban links

In the late 1960s, the Aerospace Corporation, an independent non-profit corporation set up by the US Congress, spent substantial time and money on PRT, and performed much of the early theoretical and systems analysis. However, this corporation is not allowed to sell to non-federal government customers. In 1969, members of the study team published the first widely publicized description of PRT in Scientific American.[37] In 1978 the team also published a book.[38] These publications sparked off a sort of "transit race" in the same sort of fashion as the space race, with countries around the world rushing to join what appeared to be a future market of immense size.

The oil crisis of 1973 made vehicle fuels more expensive, which naturally interested people in alternative transportation.

System developments

In 1967, aerospace giant Matra started the Aramis project in Paris. After spending about 500 million francs, the project was canceled when it failed its qualification trials in November 1987. The designers tried to make Aramis work like a "virtual train," but control software issues caused cars to bump unacceptably. The project ultimately failed.[39]

Between 1970 and 1978, Japan operated a project called Computer-controlled Vehicle System (CVS). In a full-scale test facility, 84 vehicles operated at speeds up to 60 kilometres per hour (37.3 mph) on a 4.8-kilometre (3.0 mi) guideway; one-second headways were achieved during tests. Another version of CVS was in public operation for six months from 1975–1976. This system had 12 single-mode vehicles and four dual-mode vehicles on a 1.6-kilometre (1.0 mi) track with five stations. This version carried over 800,000 passengers. CVS was cancelled when Japan's Ministry of Land, Infrastructure and Transport declared it unsafe under existing rail safety regulations, specifically in respect of braking and headway distances.

On March 23, 1973, U.S. Urban Mass Transportation Administration (UMTA) administrator Frank Herringer testified before Congress: "A DOT program leading to the development of a short, one-half to one-second headway, high-capacity PRT (HCPRT) system will be initiated in fiscal year 1974."[40] However, this HCPRT program was diverted into a modest technology program. According to PRT supporter J. Edward Anderson, this was "because of heavy lobbying from interests fearful of becoming irrelevant if a genuine PRT program became visible". From that time forward people interested in HCPRT were unable to obtain UMTA research funding.[41]

In 1975, the

  • "Will You Commute via PRT?" (CNN) -retrieved 31 March 2011
  • Systems Analysis of Urban Transportation Systems, Scientific American, 1969, 221:19–27
  •—A history of PRT.
  • " Personal Rapid Transit" - Book containing papers from the proceedings of the 1973 International Conference on Personal Rapid Transit (published by the University of Minnesota)
  • Smart Links—Website for professionals working with short distance automated transport.

External links

  1. ^ Gilbert, Richard; Perl, Anthony. "Grid-connected vehicles as the core of future land-based transport systems". Energy Policy 35 (5): 3053–3060.  
  2. ^ "PRT System to Open for Suncheon Bay Garden Expo". 
  3. ^ "Suncheon Bay Project, South Korea". 
  4. ^ Masdar City and Suncheon have only two passenger stations while at Heathrow the two stations at the carpark are very close to one another. Masdar also has three freight stations.
  5. ^ a b c "Why Has Masdar Personal Rapid Transit (PRT) Been Scaled Back?". 
  6. ^ a b c d e f g h J. Edward Anderson (July 2009). "An Intelligent Transportation Network System: Rationale, Attributes, Status, Economics, Benefits, and Courses of Study for Engineers and Planners". 
  7. ^ a b c Moving ahead with PRT from
  8. ^ EDICT Final Report (PDF)" from
  9. ^ J. Edward Anderson, "What is Personal Rapid Transit?", University of Washington, 1978
  10. ^ "PRT Background". Retrieved 2012-10-17. 
  11. ^ Advanced Transit Systems
  12. ^ a b c Gibson, Tom. "Still in a Class of Its Own". Progressive Engineer. Retrieved 2008-05-30. 
  13. ^ a b West Virginia University - PRT
  14. ^ a b Mogge, John, The Technology of Personal Transit, "Figure 6. MASDAR Phase 1A Prototype Passenger PRT." Paper delivered at the World Future Energy Summit, Jan. 20, 2009. Available in WFES online media center.
  15. ^ "PRT Vehicle Architecture and Control in Masdar City". 
  16. ^ WWF, Abu Dhabi unveil plans for sustainable city. World Wildlife Fund, Jan. 13, 2008
  17. ^ Desert state channels oil wealth into world's first sustainable city). The Guardian, Jan. 21, 2008.
  18. ^ Masdar City Abandons Transportation System of the Future
  19. ^ "Masdar City - Sustainability and the City - Transportation". 
  20. ^ "Automated People Movers and Automated Transit Systems Conference". 
  21. ^ a b BAA: Heathrow Transit System a World First, 18 December 2007
  22. ^ "ULTra - ULTra at London Heathrow Airport". Retrieved 2012-10-17. 
  23. ^ "Heathrow Retail Travel Services". Retrieved 2014-01-02. Heathrow Pod, began public service in 2011 and will carry around 500,000 passengers per year from the Terminal 5 business car park to the main terminal. 
  24. ^ a b c Posco will help realize new rapid transit plan, Joong Ang Daily, 26 Sep. 2009
  25. ^ "Korea’s First Personal Rapid Transit (PRT), SkyCube". 
  26. ^ "Suncheon Literature Museum (pictorial map has representation of PRT connection)". 
  27. ^ "PRT System to Open for Suncheon Bay Garden Expo". 
  28. ^ Automated Transit Networks(ATN): A Review of the Stateof the Industry and Prospectsfor the Future PDF
  29. ^ "cabintaxi infopage". 2012-09-20. Retrieved 2012-10-17. 
  30. ^ "Raytheon's PRT 2000 infopage". 2002-08-18. Retrieved 2013-11-24. 
  31. ^ Donn Fichter (1964), Individualized Automatic Transit and the City, B.H. Sikes, Chicago, IL, USA 
  32. ^ a b Anderson
  33. ^ Irving, pg. 1-2
  34. ^ "The Beginnings of Federal Assistance for Public Transportation", Federal Transit Administration
  35. ^ Irving, pg. 2
  36. ^ Leone M.Cole, Harold W. Merritt (1968), Tomorrow's Transportation: New Systems for the Urban Future, U.S. Department of Housing and Urban Development, Office of Metropolitan Development 
  37. ^ Systems Analysis of Urban Transportation Systems, Scientific American, 1969 221:19-27
  38. ^ a b Irving, Jack; Harry Bernstein, C. L. Olson and Jon Buyan (1978). Fundamentals of Personal Rapid Transit. D.C. Heath and Company. 
  39. ^  
  40. ^ [Department of Transportation and Related Agencies Appropriations for 1974, Hearings before a Subcommittee of the Committee on Appropriations, House of Representatives, 93rd Congress, Part I, page 876.]
  41. ^ J. Edward Anderson (1997). "The Historical Emergence and State-of-the-Art of PRT Systems". Retrieved 2006. 
  42. ^
  43. ^ Peter Samuel (1996), Status Report on Raytheon's PRT 2000 Development Project, ITS International 
  44. ^ Peter Samuel (1999), Raytheon PRT Prospects Dim but not Doomed, ITS International 
  45. ^ "Proposal for Independent Sustainable Mobility (PRISM)" (PDF). Ford Advanced Research Division. 2003. Retrieved 31 December 2007. 
  46. ^ "BAA signs agreement to develop innovative transport system" BAA plc Press Release - 20 October 2005
  47. ^ "My Pods". futureairports 2014 (1): 61. Retrieved 8 September 2014. 
  48. ^ "Vectus News". Vectus Ltd. 2006. Retrieved 31 December 2007. 
  49. ^ Podcar City Vectus Shows from
  50. ^ "Korea’s First Personal Rapid Transit (PRT), SkyCube". April 30, 2014. 
  51. ^ Skytran Web Site: See "common sense"
  52. ^ Sustainable personal transport
  53. ^ a b "(PDF) A Rebuttal to the Central Area Loop Study Draft Final Report" (PDF). 2001. Retrieved 2006. 
  54. ^ Johnson, Robert E. (2005). "Doubling Personal Rapid Transit Capacity with Ridesharing". Transportation Research Record: Journal of the Transportation Research Board, No. 1930. Retrieved 2006. 
  55. ^ Buchanan, M.; J.E Anderson, G. Tegnér, L. Fabian, J. Schweizer (2005). "(PDF) Emerging Personal Rapid Transit Technologies" (PDF). Proceedings of the AATS conference, Bologna, Italy, 7–8 November 2005. Retrieved 2006. 
  56. ^ Muller et al. TRB
  57. ^ The concept-level SkyTran system is proposed to travel at up to 241 km/h (150 mph) between cities
  58. ^ Andreasson, Ingmar. "Staged Introduction of PRT with Mass Transit". KTH Centre for Traffic Research. Retrieved 2013-10-12. 
  59. ^ Yoder, et Al. "Capital Costs and Ridership Estimates of Personal Rapid Transit". Retrieved 12 October 2013. 
  60. ^ a b "Ohio, Kentucky, Indiana (OKI) Central Area Loop Study". Parsons Brinckerhoff. December 2001. Retrieved 2006. 
  61. ^ "Control of Personal Rapid Transit Systems" (PDF). Telektronikk. January 2003. pp. 108–116. Retrieved 2008. 
  62. ^ A Review of the State of the Art of Personal Rapid Transit (2000)
  63. ^ Anderson, J. E. (1984), Optimization of Transit-System Characteristics, Journal of Advanced Transportation, 18:1:1984, pp. 77–111 
  64. ^ Lowson, Martin (2004). "(doc) A New Approach to Sustainable Transport Systems" (DOC). Retrieved 2007. 
  65. ^ The conversion is: 0.55 MJ = 521.6 BTU; 1.609 km = 1 mi; therefore, 521.6 x 1.609 = 839
  66. ^ a b "Transportation Energy Databook, 26th Edition, Ch. 2, Table 2-12". U.S. Dept. of Energy. 2004. 
  67. ^ "ATRA2006118: Solar PRT, p.89" (Xcel Spreadsheet). Solar Evolution. 2003. Retrieved 18 November 2006. 
  68. ^ "Personal Automated Transportation: Status and Potential of Personal Rapid Transit, p.89" (PDF). Advanced Transit Association. 2003. Retrieved 25 March 2006. 
  69. ^ "Infrastructure cost comparisons" (Microsoft Word). ULTra PRT Ltd. Archived from the original on 28 February 2006. Retrieved 25 March 2006. 
  70. ^ "Ohio, Kentucky, Indiana (OKI) Central Area Loop Study" (PDF). Parsons Brinckerhoff. December 2001. pp. p. 93 Table 8–3. Retrieved 2006. 
  71. ^ "Ohio, Kentucky, Indiana (OKI) Central Area Loop Study" (PDF). Parsons Brinckerhoff. December 2001. pp. p. 115 Table 9–1. Retrieved 2006. 
  72. ^ "Ohio, Kentucky, Indiana (OKI) Central Area Loop Study" (PDF). Parsons Brinckerhoff. December 2001. pp. p. 36 Tables 3–2 and 3–3. Retrieved 2006. 
  73. ^ a b Vuchic, Vukan R (September–October 1996). "Personal Rapid Transit: An Unrealistic System". Urban Transport International (Paris), (No. 7, September/October, 1996). Retrieved 2005. 
  74. ^ See the references in Computer-controlled Vehicle System
  75. ^ See [1].
  76. ^ Skytran was proposed for Orange County, California, by its inventor, Maliwicki, who lives in that area
  77. ^ California: "Safety Rules and Regulations Governing Light Rail Transit" (General Order 143-B)
  78. ^ California: "Rules and Regulations Governing State Safety Oversight of Rail Fixed Guideway Systems" (General Order 164-D)
  79. ^ California General Order 164-D, ibid. Sections 1.3,1.4
  80. ^ CPUC decision 22480-07
  81. ^ Cottrell, Wayne D (May 1–4, 2005). "Moving to the Mainstream". Proceedings of the 10th International Conference on Automated People Movers. Retrieved 2007. 
  82. ^ Personal Rapid Transit For Heathrow Airport, Dubai Financial Center from
  83. ^ Sir Peter Hall: "The Sustainable City: A Mythical Beast?" Transcript from
  84. ^ KunstlerCast #13: Personal Transit & Green Buildings from
  85. ^ a b c d e Richard Arthur (February 3, 2004). "Meeting the Challenge of Serving Large Complex Systems with Group Rapid Transit". 
  86. ^ a b c "Fundamentals of Personal Rapid Transit" (PDF). 


See also

The same passenger grouping and destination scheduling approach is used in some advanced elevators, in the form of a destination control system.

Automated transit networks (ATN) is an umbrella term for GRT and PRT. While they have long been considered separate systems, Vectus is developing GRT vehicles formed by combining multiple PRT vehicles. The larger vehicles are designed to accommodate standees and operate on the same guideway as the PRT vehicles. The door spacing of the larger vehicles matches the door spacing of PRT vehicles stopped in a station, allowing the GRT vehicles to share the same station infrastructure too. The concept is intended to allow GRT to serve high-demand station pairs during peak periods, while PRT serves all stations at all times in a network which includes the high-demand station pairs as well as other stations.

GRT has principally been proposed as a corridor service, where it can potentially provide a travel time improvement over conventional rail or bus and can also interface with PRT systems.[85][86] However, GRT's necessary grouping of passengers makes it much less attractive in applications with lower passenger density or where few origin-destination pairs are shared among passengers.[86]

Group rapid transit (GRT) is similar to personal rapid transit but with higher-occupancy vehicles and grouping of passengers with potentially different origin-destination pairs. In this respect GRT can be seen as a sort of horizontal elevator.[85] Such systems may have fewer direct-to-destination trips than single-destination PRT but still have fewer average stops than conventional transit, acting more as an automated share taxi system than a private cab system. Such a system may have advantages over low-capacity PRT in some applications, such as where higher passenger density is required or advantageous.[85] It is also conceivable for a GRT system to have a range of vehicle sizes to accommodate different passenger load requirements, for example at different times of day or on routes with less or more average traffic.[85][86] Such a system may constitute an "optimal" surface transportation routing solution in terms of balancing trip time and convenience with resource efficiency.[85]

The ParkShuttle at the Netherlands in August 2005.

Group rapid transit

Peter Calthorpe and Sir Peter Hall have supported[82][83] the concept, but James Howard Kunstler disagrees: "If we're going to replace the car why do it with something that's not only like the car, but not really as good as the car? It just seems crazy." He also referred to PRT proponents as "a particular kind of crank".[84]

Several proponents of new urbanism, an urban design movement that advocates for walkable cities, have expressed opinions on PRT.

New urbanist opinion

Wayne D. Cottrell of the University of Utah conducted a critical review of PRT academic literature since the 1960s. He concluded that there are several issues that would benefit from more research, including: urban integration, risks of PRT investment, bad publicity, technical problems, and competing interests from other transport modes. He suggests that these issues, "while not unsolvable, are formidable," and that the literature might be improved by better introspection and criticism of PRT. He also suggests that more government funding is essential for such research to proceed, especially in the US.[81]

Concerns about PRT research

If safety or access considerations require the addition of walkways, ladders, platforms or other emergency/disabled access to or egress from PRT guideways, the size of the guideway may be increased. This may impact the feasibility of a PRT system, though the degree of impact would depend on both the PRT design and the municipality.

Other forms of automated transit have been approved for use in California, notably the Airtrain system at SFO. CPUC decided to not require compliance with General Order 143-B (for light rail) since Airtrain has no on-board operators. They did require compliance with General Order 164-D which mandates a safety and security plan, as well as periodic on-site visits by an oversight committee.[80]

Also, several PRT systems have been proposed for California,[75][76] but the California Public Utilities Commission (CPUC) states that its rail regulations apply to PRT, and these require railway-sized headways.[77][78] The degree to which CPUC would hold PRT to "light rail" and "rail fixed guideway" safety standards is not clear because it can grant particular exemptions and revise regulations.[79]

Possible regulatory concerns include emergency safety, headways, and accessibility for the disabled. Many jurisdictions regulate PRT systems as if they were trains. At least one successful prototype, CVS, failed deployment because it could not obtain permits from regulators.[74]

Regulatory concerns

The manufacturers of ULTra acknowledge that current forms of their system would provide insufficient capacity in high density areas such as central London, and that the investment costs for the tracks and stations are comparable to building new roads, making the current version of ULTra more suitable for suburbs and other moderate capacity applications, or as a supplementary system in larger cities.

PRT supporters claim that Vuchic's conclusions are based on flawed assumptions. PRT proponent J.E. Anderson wrote, in a rebuttal to Vuchic: "I have studied and debated with colleagues and antagonists every objection to PRT, including those presented in papers by Professor Vuchic, and find none of substance. Among those willing to be briefed in detail and to have all of their questions and concerns answered, I find great enthusiasm to see the system built."[73]

Vukan R. Vuchic, Professor of Transportation Engineering at the University of Pennsylvania and a proponent of traditional forms of transit, has stated his belief that the combination of small vehicles and expensive guideway makes it highly impractical in both cities (not enough capacity) and suburbs (guideway too expensive). According to Vuchic: "...the PRT concept combines two mutually incompatible elements of these two systems: very small vehicles with complicated guideways and stations. Thus, in central cities, where heavy travel volumes could justify investment in guideways, vehicles would be far too small to meet the demand. In suburbs, where small vehicles would be ideal, the extensive infrastructure would be economically unfeasible and environmentally unacceptable."[73]

The Ohio, Kentucky, Indiana (OKI) Central Loop Report[60] compared the Taxi 2000 PRT concept proposed by the Skyloop Committee to other transportation modes (bus, light rail and vintage trolley). In the Taxi 2000 PRT system, the Loop Study Advisory Committee identified "significant environmental, technical and potential fire and life safety concerns…" and the PRT system was "…still an unproven technology with significant questions about cost and feasibility of implementation." Skyloop contested this conclusion, arguing that Parsons Brinckerhoff changed several aspects of the system design without consulting with Taxi 2000, then rejected this modified design.[53] Despite the report's concerns regarding the implementation obstacles of PRT, the report did conclude that compared to the other alternatives, PRT offered the most acceptable point-to-point travel times,[70] the most reliable service levels, the highest level of frequency of service and geography coverage, and was most able to maintain schedule.[71] The report further concluded that, compared to the other alternatives, PRT would have over 3 times the ridership of the next closest alternative, including new transit riders over 9 times higher than the next closest alternative.[72]

Technical feasibility debate

Opponents to PRT schemes have expressed a number of concerns:

Opposition and controversy

So, some planners dispute the cost-estimates of PRT when compared to light rail systems, whose costs vary widely with non-grade-separated streetcars being relatively low cost and systems involving elevated track or tunnels costing up to US$200 million per mile.

Transportation systems allocate the cost of their roads by measuring wear. PRT routes are disaggregated, and vehicles only move to carry passengers, so PRT measures wear and energy based on passengers or weight carried, rather than vehicle schedules. This brings large theoretical savings compared to trains, but appears more expensive than buses and streetcars, whose roads are subsidized by sunk, preallocated fuel taxes.

A design with many modular components, mass production, driverless operation and redundant systems should in theory result in low operating costs and high reliability. Predictions of low operating cost generally depend on low operations and maintenance costs. Whether these assumptions are valid will not be known until full scale operations are commenced since reliability cannot be proven by prototype systems.

PRT designs generally assume dual-use rights of way, for example by mounting the transit system on narrow poles on an existing street. If dedicated rights of way were required for an application, costs could be considerably higher. If tunneled, small vehicle size can reduce tunnel volume compared with that required for an automated people mover (APM). Dual mode systems would use existing roads, as well as special-purpose PRT guideways. In some designs the guideway is just a cable buried in the street (a technology proven in industrial automation). Similar technology could equally be applied to private automobiles.

Most of the initial investment is in guideways. Estimates of guideway cost range from US$0.8 million (for MicroRail) to $22 million per mile, with most estimates falling in the $10m to $15m range.[68][69] These costs may not include the purchase of rights of way or system infrastructure, such as storage and maintenance yards and control centers, and reflect unidirectional travel along one guideway, the standard form of service in current PRT proposals. Bidirectional service is normally provided by moving vehicles around the block. To reach capacities of competing systems, a system requires thousands of vehicles. Some PRT proposals incorporate these costs in their per-mile estimates.

The initial capital costs of PRT are large, but compare favorably with those of other transportation modes. Its system design tries to pay down those costs as quickly as possible, while maximizing the useful lifetime of the project. Proponents' cost estimates in passenger mile range from the cost of a bicycle (US $0.01–0.05/passenger-mile, Unimodal) to the cost of a small motorcycle ($0.20/passenger mile, TAXI 2000), and are strongly disputed by opponents. It's agreed that PRT systems require no individual license, parking or insurance fees, and buy energy in bulk from inexpensive providers.

Cost characteristics

For bus and rail transit, the energy per passenger-mile depends on the ridership and the frequency of service. Therefore, the energy per passenger-mile can vary significantly from peak to non-peak times. In the US, buses consume an average of 4,318 BTU/passenger-mile, transit rail 2,750 BTU/passenger-mile, and commuter rail 2,569 BTU/passenger-mile.[66]

Due to PRT's efficiency, some proponents say solar becomes a viable power source.[67] PRT elevated structures provide a ready platform for solar collectors, therefore some proposed designs include solar power as a characteristic of their networks.

ULTra PRT estimates its system will consume 839 BTU per passenger mile (0.55 MJ per passenger km).[64][65] By comparison, automobiles consume 3,496 BTU, and personal trucks consume 4,329 BTU per passenger mile.[66]

PRT vehicles, in contrast, would only move in response to demand, which places a theoretical lower bound on their average load factor. This allows 24-hour service without many of the costs of scheduled mass transit.[63]

Scheduled mass transit (i.e. buses or trains,) trades off service frequency and load factor. Buses and trains must run on a predefined schedule, even during off-peak times when demand is low and vehicles are nearly empty. So to increase load factor, transportation planners try to predict times of low demand, and run reduced schedules or smaller vehicles at these times. This increases passengers' wait times. In many cities, trains and buses do not run at all at night or on weekends.

Average load factor, in transit systems, is the ratio of the total number of riders to the total theoretical capacity. A transit vehicle running at full capacity has a 100% load factor, while an empty vehicle has 0% load factor. If a transit vehicle spends half the time running at 100% and half the time running at 0%, the average load factor is 50%. Higher average load factor corresponds to lower energy consumption per passenger, so designers attempt to maximize this metric.

The energy efficiency advantages claimed by PRT proponents include two basic operational characteristics of PRT: an increased average load factor; and the elimination of intermediate starting and stopping.[62]

Energy efficiency

As with many current transit systems, personal passenger safety concerns are likely to be addressed through CCTV monitoring, and communication with a central command center from which engineering or other assistance may be dispatched.

The Morgantown system, more correctly described as an Automated Guideway Transit system (AGT), has completed 110 million passenger-miles without serious injury. According to the U.S. Department of Transportation, AGT systems as a group have higher injury rates than any other form of rail-based transit (subway, metro, light rail, or commuter rail) though still much better than ordinary buses or automobiles. More recent research by the British company ULTra PRT reported that AGT systems have a better safety than more conventional, non-automated modes.

Computer control eliminates errors from human drivers, so PRT designs in a controlled environment should be much safer than private motoring on roads. Most designs enclose the running gear in the guideway to prevent derailments. Grade-separated guideways would prevent conflict with pedestrians or manually controlled vehicles. Other public transit safety engineering approaches, such as redundancy and self-diagnosis of critical systems, are also included in designs.


Another system, "pointer-following control," assigns a path and speed to a vehicle, after verifying that the path does not violate the safety margins of other vehicles. This permits system speeds and safety margins to be adjusted to design or operating conditions, and may use slightly less energy.[61] The maker of the ULTra PRT system reports that testing of its control system shows lateral (side-to-side) accuracy of 1 cm, and docking accuracy better than 2 cm.

On-board computers maintain their position by using a negative feedback loop to stay near the center of the commanded slot. Early PRT vehicles measured their position by adding up the distance using odometers, with periodic check points to compensate for cumulative errors.[38] Next-generation GPS and radio location could measure positions as well.

The typical control algorithm places vehicles in imaginary moving "slots" that go around the loops of track. Real vehicles are allocated a slot by track-side controllers. Traffic jams are prevented by placing north/south vehicles in even slots, and east/west vehicles in odd slots. At intersections, the traffic in these systems can interpenetrate without slowing.

Control algorithms

If PRT designs deliver the claimed benefit of being substantially faster than cars in areas with heavy traffic, simulations suggest that PRT could attract many more automobile drivers than other public transit systems. Standard mass transit simulations accurately predict that 2% of trips (including autos) will switch to trains. Similar methods predict that 11% to 57% of trips would switch to PRT, depending on its costs and delays.[7][58][59][60]

Ridership attraction

While a few PRT designs have operating speeds of 100 km/h (60 mph), and one as high as 241 km/h (150 mph),[57] most are in the region of 40–70 km/h (25–45 mph). Rail systems generally have higher maximum speeds, typically 90–130 km/h (55–80 mph) and sometimes well in excess of 160 km/h (100 mph), but average travel speed is reduced about threefold by scheduled stops and passenger transfers.

Therefore, a given PRT seat transports about three times as many passenger miles per day as a seat performing scheduled stops. So PRT should also reduce the number of needed seats threefold for a given number of passenger miles.

For a given peak speed, nonstop journeys are about three times as fast as those with intermediate stops. This is not just because of the time for starting and stopping. Scheduled vehicles are also slowed by boardings and exits for multiple destinations.

Travel speed

PRT systems should require much less horizontal space than existing metro systems, with individual cars being typically around 50% as wide for side-by-side seating configurations, and less than 33% as wide for single-file configurations. This is an important factor in densely populated, high-traffic areas.

The above discussion compares line or corridor capacity and may therefore not be relevant for a networked PRT system, where several parallel lines (or parallel components of a grid) carry traffic. In addition, Muller estimated[56] that while PRT may need more than one guideway to match the capacity of a conventional system, the capital cost of the multiple guideways may still be less than that of the single guideway conventional system. Thus comparisons of line capacity should also consider the cost per line.

Networked PRT capacity

Grade separated light rail systems can move 15,000 passengers per hour on a fixed route, but these are usually fully grade separated systems. Street level systems typically move up to 7,500 passengers per hour. Heavy rail subways can move 50,000 passengers per hour. As with PRT, these estimates depend on having enough trains. Neither light nor heavy rail scales well for off-peak operation.

In simulations of rush hour or high-traffic events, about one-third of vehicles on the guideway need to travel empty to resupply stations with vehicles in order to minimize response time. This is analogous to trains and buses travelling nearly empty on the return trip to pick up more rush hour passengers.

Capacity is inversely proportional to headway. Therefore, moving from two-second headways to one-second headways would double PRT capacity. Half-second headways would quadruple capacity. Theoretical minimum PRT headways would be based on the mechanical time to engage brakes, and these are much less than a half second. Although no regulatory agency has as yet (June 2006) approved headways shorter than two seconds, researchers suggest that high capacity PRT (HCPRT) designs could operate safely at half-second headways.[55] Using the above figures, capacities above 10,000 passengers per hour seem in reach.

With two-second headways and four-person vehicles, a single PRT line can achieve theoretical maximum capacity of 7,200 passengers per hour. However, most estimates assume that vehicles will not generally be filled to capacity, due to the point-to-point nature of PRT. At a more typical average vehicle occupancy of 1.5 persons per vehicle, the maximum capacity is 2,700 passengers per hour. Some researchers have suggested that rush hour capacity can be improved if operating policies support ridesharing.[54]

Single line capacity

PRT is usually proposed as an alternative to rail systems, so comparisons tend to be with rail. PRT vehicles seat fewer passengers than trains and buses, and must offset this by combining higher average speeds, diverse routes, and shorter headways. Proponents assert that equivalent or higher overall capacity can be achieved by these means.


Very short headways are controversial. The UK Railway Inspectorate has evaluated the ULTra design and is willing to accept one-second headways, pending successful completion of initial operational tests at more than 2 seconds.[52] In other jurisdictions, existing rail regulations apply to PRT systems (see CVS, above); these typically calculate headways in terms of absolute stopping distances, which would restrict capacity and make PRT systems unfeasible. No regulatory agency has yet endorsed headways below one second, although proponents believe that regulators may be willing to reduce headways as operational experience increases.[53]

Spacing of vehicles on the guideway influences the maximum passenger capacity of a track, so designers prefer smaller headway distances. Computerized control theoretically permits closer spacing than the two-second headways recommended for cars at speed, since multiple vehicles can be braked simultaneously. There are also prototypes for automatic guidance of private cars based on similar principles.

Headway distance

Operational characteristics

When user demand is low, surplus vehicles could be configured to stop at empty stations at strategically placed points around the network. This enables an empty vehicle to quickly be despatched to wherever it is required, with minimal waiting time for the passenger.

Some designs have included substantial extra expense for the track needed to decelerate to and accelerate from stations. In at least one system, Aramis, this nearly doubled the width and cost of the required right-of-way and caused the nonstop passenger delivery concept to be abandoned. Other designs have schemes to reduce this cost, for example merging vertically to reduce the footprint.

At least one system, MISTER provides wheelchair and freight access by using a cogway in the track, so that the vehicle itself can go from a grade-level stop to an overhead track.

Proposals usually have stations close together, and located on side tracks so that through traffic can bypass vehicles picking up or dropping off passengers. Each station might have multiple berths, with perhaps one-third of the vehicles in a system being stored at stations waiting for passengers. Stations are envisioned to be minimalistic, without facilities such as rest rooms. For elevated stations, an elevator may be required for accessibility.


[5] Most designs use the guideway to distribute power and data communications, including to the vehicles. The [6] There is some debate over the best type of guideway. Proposals include beams similar to monorails, bridge-like trusses supporting internal tracks, and cables embedded in a roadway. Most designs put the vehicle on top of the track, which reduces visual intrusion and cost as well as easing ground-level installation. An overhead track is necessarily higher, but may also be narrower.


Simplified depiction of a possible PRT network. The blue rectangles indicate stations. The enlarged portion illustrates a station off-ramp.

Infrastructure design

Conventional steering allows a simpler 'track' consisting only of a road surface with some form of reference for the vehicle's steering sensors. Switching would be accomplished by the vehicle following the appropriate reference line- maintaining a set distance from the left roadway edge would cause the vehicle to diverge left at a junction, for example.

Mechanical vehicle switching minimizes inter-vehicle spacing or headway distance, but it also increases the minimum distances between consecutive junctions. A mechanically switching vehicle, maneuvering between two adjacent junctions with different switch settings cannot proceed from one junction to the next. The vehicle must adopt a new switch position, and then wait for the in-vehicle switch's locking mechanism to be verified. If the vehicle switching is faulty, that vehicle must be able to stop before reaching the next switch, and all vehicles approaching the failed vehicle would be affected.

Track switching greatly increases headway distance. A vehicle must wait for the previous vehicle to clear the track, for the track to switch and for the switch to be verified. If the track switching is faulty, vehicles must be able to stop before reaching the switch, and all vehicles approaching the failed junction would be affected.

Most designers avoid track switching, instead advocating vehicle-mounted switches or conventional steering. Those designers say that vehicle-switching permits faster switching, so vehicles can be closer together. It also simplifies the guideway, makes junctions less visually obtrusive and reduces the impact of malfunctions, because a failed switch on one vehicle is less likely to affect other vehicles. Other designers point out that track-switching simplifies the vehicles, reducing the number of small moving parts in each car. Track-switching replaces in-vehicle mechanisms with larger track-moving components, that can be designed for durability with little regard for weight or size.


ULTra uses on-board batteries, recharged at stops. This increases the safety, and reduces the complexity, cost and maintenance of the guideway. As a result, a grade-level ULTRa guideway resembles a sidewalk with curbs and is very inexpensive to construct. ULTRa resembles a small automated electric car, and uses similar components.

All current designs (except for the human-powered Shweeb) are powered by electricity. In order to reduce vehicle weight, power is generally transmitted via lineside conductors rather than using on-board batteries. According to the designer of Skyweb/Taxi2000, J. Edward Anderson, the lightest system is a linear induction motor (LIM) on the car, with a stationary conductive rail for both propulsion and braking. LIMs are used in a small number of rapid transit applications, but most designs use rotary motors. Most such systems retain a small on-board battery to reach the next stop after a power-failure.


The number of riders who will share a vehicle is a key unknown. In the U.S., the average private automobile carries 1.16 persons,[51] and most industrialized countries commonly average below two people; not having to share a vehicle with strangers is a key advantage of private transport. Based on these figures, some have suggested that two passengers per vehicle (such as with UniModal), or even a single passenger per vehicle is optimum. Other designs use an auto for a model, and choose larger vehicles, making it possible to accommodate families with small children, riders with bicycles, disabled passengers with wheelchairs, or a pallet or two of freight.

Vehicle weight influences the size and cost of a system's guideways, which are in turn a major part of the capital cost of the system. Larger vehicles are more expensive to produce, require larger and more expensive guideways, and use more energy to start and stop. If vehicles are too large, point-to-point routing also becomes more expensive. Against this, smaller vehicles have more surface area per passenger (thus have higher total air resistance which dominates the energy cost of keeping vehicles moving at speed) and larger motors are generally more efficient than smaller ones.

Vehicle design

Among the handful of prototype systems (and the larger number that exist on paper) there is a substantial diversity of design approaches, some of which are controversial.

System design

In 2007, the Polish PRT system MISTER was prototyped, and permission was given to install it in two Polish cities. MISTER is a typical overhead PRT system engineered for economical aerial reuse of streets' right of ways, that still gives ground-level access to wheelchairs and freight.

The Vectus project was based on The Fornebu/Oslo PRT Project. At the time, the urban development area around Telenor's new headquarter (at the Fornebu area near Oslo) was subject to intense debates as to various more or less innovative public transport systems. The idea of a PRT came up as a possible local solution as well as a business opportunity. In 2000, The Fornebu/Oslo PRT Project started as a part of an internal educational exercise within ICT strategy innovation within Telenor ASA, a major ICT corporation. As the poster shows, the student project was later transformed into a fast working concept, technology and business development project with various industry partners and a project group of around 10. The Korean steel company POSCO joined in, and developed the project further in Uppsala, Sweden, in part through new partners, but with all essential elements from the Fornebu/Oslo PRT Project, as further industrial or governmental support found in the Oslo area vanished. The poster describes the consortium and main results from the Oslo PRT project period. Key persons in this concept development phase were - as to technology and operational features development - Ingmar Andreasson, Göteborg, Sweden, Jan Orsten, indep. traffic planner, Oslo, Alan Forster, Force Ltd, GB, and Andrew Howard, HWG Ltd, GB. Beyond the general conceptual description, the ICT systems were developed by Noventus AB and others at later stages.

In June 2006, a Korean/Swedish consortium, Vectus Ltd, started constructing a 400-metre (1,312 ft) test track in Uppsala, Sweden.[48] This test system was presented at the 2007 PodCar City conference in Uppsala, Sweden.[49] A 40-vehicle, 2 station, 4.46 km (2.8 mi) system called "SkyCube" was opened in Suncheon, South Korea in April 2014.[50]

In January 2003, the prototype ULTra ("Urban Light Transport") system in Cardiff, Wales, was certified to carry passengers by the UK Railway Inspectorate on a 1 km (0.6 mi) test track. ULTra was selected in October 2005 by BAA plc for London's Heathrow Airport.[46] Since May 2011 a three station system has been open to the public, transporting passengers from a remote parking lot to terminal 5.[21] In May 2013 Heathrow Airport Limited included in its draft five year (2014-2019) master plan a scheme to use the PRT system to connect terminal 2 and terminal 3 to their respective business car parks. The proposal was not included in the final plan due to spending priority given to other capital projects and has been deferred.[47]

Ford Research proposed a dual-mode system called PRISM.[45] It would use public guideways with privately purchased but certified dual-mode vehicles. The vehicles would weigh less than 600 kg (1,323 lb). Most energy use occurs on highways, so small, elevated guideways would inductively power highway use and recharge batteries for off-guideway use. Central computers could do routing.

In 2002, 2getthere operated 25 4-passenger "CyberCabs" at Holland's 2002 Floriade horticultural exhibition. These transported passengers along a track spiraling up to the summit of Big Spotters Hill. The track was approximately 600-metre (1,969 ft) long (one-way) and featured only two stations. The six-month operations were intended to research the public acceptance of PRT-like systems. The CyberCab as designed for the exhibition was very open. It was comparable to a Neighborhood electric vehicle, except it steered itself using magnetic guidance points embedded in the pavement.

In the 1990s, Raytheon invested heavily in a system called PRT 2000, based on technology developed by J. Edward Anderson at the University of Minnesota. Raytheon failed to install a contracted system in Rosemont, Illinois, near Chicago, when estimated costs escalated to US$50 million per mile, allegedly due to design changes that increased the weight and cost of the system relative to Anderson's original design. In 2000, rights to the technology reverted to the University of Minnesota, and were subsequently purchased by Taxi2000.[43][44]

Later developments

From 1969 to 1980, Mannesmann Demag and MBB cooperated to build the Cabinentaxi urban transportation system in Germany. Together the firms formed the Cabintaxi Joint Venture. They created an extensive PRT technology that was considered fully developed by the German Government and its safety authorities. The system was to have been installed in Hamburg, but budget cuts stopped the proposed project before the start of construction. With no other potential projects on the horizon, the joint venture disbanded, and the fully developed PRT technology was never installed. Cabintaxi Corporation, a US-based company obtained the technology in 1985, and remains active in the private-sector market for transportation systems.


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