Abstract
Governments at all levels face budget shortfalls, and consequently public transit systems in the U.S. must compete with other public services for financial support. In order to depend less on public funding, it is critical that public transit systems focus on their operational performance and identify any sources of inefficiency. In this chapter, we present an unoriented network DEA methodology that measures a public transit system’s performance relative to its peer systems, compares its performance to an appropriate efficient benchmark system, and identifies the sources of its inefficiency.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Abbreviations
- DHM:
-
Deadhead Miles
- DMU:
-
Decision Making Unit
- DRM:
-
Directional Route Miles
- FR:
-
Fare Revenue
- GLS:
-
Generalized Least Squares
- NTD:
-
National Transit Database
- OLS:
-
Ordinary Least Squares
- OP:
-
Operating Expenses
- PCI:
-
Personal Percapita Income
- PD:
-
Population Density
- PM:
-
Passenger Miles
- RM:
-
Revenue Miles
- ST:
-
Number of Stations
- VA:
-
Vehicles Available
- VM:
-
Vehicle Miles
- VRS:
-
Variable Returns-to-Scale
References
American Public Transportation Association. (2011). 2011 public transportation fact book (62nd ed.). Washington, DC: American Public Transportation Association.
APTA. Statistics. Washington, DC: American Public Transportation Association. http://www.apta.com/resources/statistics/Pages/default.aspx. Accessed on September 29, 2011.
Banker, R. D., Charnes, A., & Cooper, W. W. (1984). Some models for estimating technical and scale inefficiencies in data envelopment analysis. Management Science, 30, 1078–1092.
Barnum, D. T., Karlaftis, M. G., & Tandon, S. (2011). Improving the efficiency of metropolitan area transit by joint analysis of its multiple providers. Transportation Research Part E: Logistics and Transportation Review, 47, 1160–1176.
Becker, G. S. (1983). A theory of competition among pressure groups for political influence. The Quarterly Journal of Economics, 98, 371–400.
Bureau of Economic Analysis. National data. Washington DC: U.S. Department of Commerce. http://www.bea.gov/iTable/index_nipa.cfm. Accessed on November 12, 2011.
Cantos, P., Pastor, J. M., & Serrana, L. (1999). Productivity, efficiency and technical change in the European railways: A non-parametric approach. Transportation, 26, 337–357.
Casu, B., & Molyneux, P. (2003). A comparative study of efficiency in European banking. Applied Economics, 35, 1865–1876.
Cervero, R. (1984). Cost and performance impacts of transit subsidy programs. Transportation Research Part A: General, 18, 407–413.
Chu, X., Fielding, G. J., & Lamar, B. W. (1992). Measuring transit performance using data envelopment analysis. Transportation Research Part A: Policy and Practice, 26A, 223–230.
Cornes, R. (1996). The theory of externalities, public goods, and club goods. Cambridge: Cambridge University Press.
Fielding, G. (1987). Managing public transit strategically (1st ed.). San Francisco, CA: Jossey-Bass.
Fielding, G. J. (1992). Transit performance evaluation in the USA. Transportation Research Part A: Policy and Practice, 26, 483–491.
Fielding, G. J., Babitsky, T. T., & Brenner, M. E. (1985). Performance evaluation for bus transit. Transportation Research Part A: General, 19, 73–82.
Fielding, G. J., Brenner, M. E., de la Rocha, O., Babitsky, T. T., & Faust, K. (1984). Indicators and peer groups for transit performance analysis. Transportation Administration report No. CA-11–0026–2. Irvine, CA: University of California, Irvine.
Fielding, G. J., Glauthier, R. E., & Lave, C. A. (1978). Performance indicators for transit management. Transportation, 7, 365–379.
Fried, H. O., Schmidt, S. S., & Yaisawarng, S. (1999). Incorporating the operating environment into a nonparametric measure of technical efficiency. Journal of Productivity Analysis, 12, 249–267.
Graham, D. J. (2008). Productivity and efficiency in urban railways: Parametric and non-parametric estimates. Transportation Research Part E: Logistics and Transportation Review, 44, 84–99.
Guiliano, G. (1980). The effect of environmental factors on the efficiency of public transit service. Irvine, CA: Insititute of Transportation Studies, University of California.
Hoff, A. (2007). Second stage DEA: Comparison of approaches for modelling the DEA score. European Journal of Operational Research, 181, 425–435.
Holod, D., & Lewis, H. F. (2011). Resolving the deposit dilemma: A new DEA bank efficiency model. Journal of Banking & Finance, 35, 2801–2810.
Karlaftis, M. G. (2004). A DEA approach for evaluating the efficiency and effectiveness of urban transit systems. European Journal of Operational Research, 152, 354–364.
Karlaftis, M. G., & McCarthy, P. S. (1997). Subsidy and public transit performance: A factor analytic approach. Transportation, 24, 253–270.
Karlaftis, M. G., & Sinha, K. C. (1997). Performance impacts of operating subsidies in the paratransit sector. Transportation Research Record: Journal of the Transportation Research Board, 1571, 75–80.
Lewis, H. F., Mallikarjun, S., & Sexton, T. R. (2013). Unoriented two-stage DEA: The case of the oscillating intermediate products. European Journal of Operational Research, 229, 529–539.
Lewis, H. F., Network, S. T. R., & DEA. (2004). Efficiency analysis of organizations with complex internal structure. Computers & Operations Research, 31, 1365–1410.
Mallikarjun, S., Lewis, H. F., & Sexton, T. R. (2014). Operational performance of U.S. public rail transit and implications for public policy. Socio-Economic Planning Sciences, 48(1), 74–88.
Martinez, M. J., & Nakanishi, Y. J. (1872). Productivity analysis in heterogeneous operating conditions: data envelopment analysis method applied to the US heavy rail industry. Transportation Research Record: Journal of the Transportation Research Board, 2004, 19–27.
McDonald, J. (2009). Using least squares and tobit in second stage DEA efficiency analyses. European Journal of Operational Research, 197, 792–798.
Min, H., & Lambert, T. E. (2010). Benchmarking and evaluating the comparative efficiency of urban paratransit systems in the United States: A data envelopment analysis approach. Journal of Transportation Management 2010, 21.
Nahm, D., & Vu, H. T. (2013). Measuring scale efficiency from a parametric hyperbolic distance function. Journal of Productivity Analysis, 39, 83–88.
Nolan, J. F. (1996). Determinants of productive efficiency in urban transit. Logistics and Transportation Review, 32, 319–342.
Nolan, J. F., Ritchie, P. C., & Rowcroft, J. R. (2001). Measuring efficiency in the public sector using nonparametric frontier estimators: A study of transit agencies in the USA. Applied Economics, 33, 913–922.
Nolan, J. F., Ritchie, P. C., & Rowcroft, J. E. (2002). Identifying and measuring public policy goals: ISTEA and the US bus transit industry. Journal of Economic Behavior and Organization, 48, 291–304.
Norton, R. N., Sexton, T. R., & Silkman, R. (2007). Accounting for site characteristics in DEA: leveling the playing field. International Transactions in Operational Research, 14, 231–244.
NTD program. National transit database glossary. National Transit Database Federal Transit Administration. http://www.ntdprogram.gov/ntdprogram/Glossary.htm. Accessed on July 23, 2012.
NTD program. NTD data. National Transit Database Federal Transit Administration. http://www.ntdprogram.gov/ntdprogram/data.htm. Accessed on October 17, 2011.
Oum, T. H., & Yu, C. (1994). Economic efficiency of railways and implications for public policy: A comparative study of the OECD countries’ railways. Journal of Transport Economics and Policy, 28, 121–138.
Phillips, J. K. (2004). An application of the balanced scorecard to public transit system performance assessment. Transportation Journal, 43, 26–55.
Pucher, J., Markstedt, A., & Hirschman, I. (1983). Impacts of subsidies on the costs of urban public transport. Journal of Transport Economics and Policy, 17, 155–176.
Sexton, T. R., Mallikarjun, S., & Lewis, H. F. (2012). Hyperbolic DEA. unpublished manuscript.
Sexton, T. R., & Silkman, R. (1999). Adjusting inputs for site characteristics. Harriman School, Stony Brook University.
Sexton, T. R., Two-Stage, L. H. F., & DEA. (2003). An application to major league baseball. Journal of Productivity Analysis, 19, 227–249.
Simar, L., & Wilson, P. W. (2011). Two-stage DEA: caveat emptor. Journal of Productivity Analysis, 36, 205–218.
Stata Statistical Software Release 12 ed. (2011). College Station, TX: StataCorp LP.
Talley, W. K., & Anderson, P. P. (1981). Effectiveness and efficiency in transit performance: A theoretical perspective. Transportation Research Part A:Genaral, 15, 431–436.
Tobin, J. (1958). Estimation of relationships for limited dependent variables. Econometrica, 26, 24–36.
United States Census Bureau. Historical data. Washington DC: U.S. Department of Commerce. http://www.census.gov/econ/census07/www/historicaldata.html. Accessed on November 11, 2011.
Viton, P. A. (1997). Technical efficiency in multi-mode bus transit: A production frontier analysis. Transportation Research Part B: Methodological, 31, 23–39.
Viton, P. A. (1998). Changes in multi-mode bus transit efficiency, 1988-1992. Transportation, 25, 1–21.
Wachs, M. U. S. (1989). Transit subsidy policy: In need of reform. Science, 244, 1545–1549.
Williams, E., Leachman, M., & Johnson, N. (2011). State budget cuts in the new fiscal year are unnecessarily harmful. Washington, DC: Center on Budget and Policy Priorities.
Wooldridge, J. M. (2010). Econometric analysis of cross section and panel data (2nd ed). Cambridge, MA: MIT Press.
Xue, M., & Harker, P. T. (1999). Overcoming the inherent dependency of DEA efficiency scores: A Bootstrap approach (Working paper (99-17)). Financial Institution Center, The Wharton School, University of Pennsylvania.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Appendix
Appendix
1.1 Iterative Algorithm for the Commuter Rail Unoriented Network DEA Model
To measure the overall commuter rail system efficiency, we apply the innovative iterative process described in Lewis et al. (2013) and Holod and Lewis (2011) to commuter rail systems in each revenue year separately.
Define,
-
ε 1kt and ε 4kt to be the efficiencies of the first and fourth stage models for commuter rail system k during iteration t, respectively
-
ε 2ktf and ε 3ktf to be the efficiencies of the second and third stage models for commuter rail system k during the forward pass of iteration t, respectively
-
ε 2ktb and ε 3ktb to be the efficiencies of the second and third stage models for commuter rail system k during the backward pass of iteration t, respectively
-
θ 1kt and θ 4kt to be the approximate inverse efficiencies of the first and fourth stage models for commuter rail system k during iteration t, respectively
-
θ 2ktf and θ 3ktf to be the approximate inverse efficiencies of the second and third stage models for commuter rail system k during the forward pass of iteration t, respectively
-
θ 2ktb and θ 3ktb to be the approximate inverse efficiencies of the second and third stage models for commuter rail system k during the backward pass of iteration t, respectively
-
λ jt to be the weight placed on commuter rail system j by commuter rail system k when solving the first stage model during iteration t
-
ω jtf and ω jtb to be the weights placed on commuter rail system j by commuter rail system k when solving the second stage model during the forward pass and the backward pass of iteration t, respectively
-
δ jtf and δ jtb to be the weights placed on commuter rail system j by commuter rail system k when solving the third stage model during the forward pass and the backward pass of iteration t, respectively
-
μ jt to be the weight placed on commuter rail system j by commuter rail system k when solving the fourth stage model during iteration t
-
λ * jt , ω * jtf , ω * jtb , δ * jtf , δ * jtb , and μ * jt denote the optimal weights
We formulate the first stage VRS model for commuter rail system k during iteration t as follows:
The objective function (Eq. 34) minimizes the relative efficiency of the first stage model of commuter rail system k during iteration t or equivalently maximizes its approximate inverse efficiency. The first constraint (Eq. 35) ensures that the hypothetical target commuter rail system for commuter rail system k during iteration t consumes no more of input (OP) than it does during iteration t − 1. The second constraint (Eq. 36) ensures that the hypothetical target commuter rail system for commuter rail system k during iteration t generates at least as much of the intermediate product (VM) as is consumed by the second stage during the backward pass of iteration t − 1.
We formulate the second stage VRS model for commuter rail system k during the forward pass of iteration t as follows:
The objective function (Eq. 41) minimizes the relative efficiency of the second stage model of commuter rail system k during the forward pass of iteration t or equivalently maximizes its approximate inverse efficiency. The first constraint (Eq. 42) ensures that the hypothetical target commuter rail system for commuter rail system k during the forward pass of iteration t consumes no more of the intermediate product (VM) than is generated by the first stage during iteration t. The second constraint (Eq. 43) ensures that the hypothetical target commuter rail system for commuter rail system k during the forward pass of iteration t produces at least as much of the intermediate product (RM) as is produced by the second stage during the backward pass of iteration t − 1. The third and fourth constraints (Eqs. 44 and 45) ensure that the hypothetical target commuter rail system for commuter rail system k during the forward pass of iteration t operates under conditions with no more of the site characteristics (VA and DRM) than commuter rail system k.
We formulate the third stage VRS model for commuter rail system k during the forward pass of iteration t as follows:
The objective function (Eq. 50) minimizes the relative efficiency of the third stage model of commuter rail system k during the forward pass of iteration t or equivalently maximizes its approximate inverse efficiency. The first constraint (Eq. 51) ensures that the hypothetical target commuter rail system for commuter rail system k during the forward pass of iteration t consumes no more of the intermediate product (RM) than is generated by the second stage during the forward pass of iteration t. The second constraint (Eq. 52) ensures that the hypothetical target commuter rail system for commuter rail system k during the forward pass of iteration k produces at least as much of the intermediate product (PM) as is generated by the third stage operation during the backward pass of iteration t − 1. The third and fourth constraints (Eqs. 53 and 54) ensure that the hypothetical target commuter rail system for commuter rail system k during the forward pass of iteration t operates under conditions with no more of the site characteristics (PD and ST) than commuter rail system k.
We formulate the fourth stage VRS model for commuter rail system k during iteration t as follows:
The objective function (Eq. 59) minimizes the relative efficiency of the fourth stage model of commuter rail system k during iteration t or equivalently maximizes its approximate inverse efficiency. The first constraint (Eq. 60) ensures that the hypothetical target commuter rail system for commuter rail system k during iteration t consumes no more of the intermediate product (PM) than is generated by the third stage during the forward pass of iteration t. The second constraint (Eq. 61) ensures that the hypothetical target commuter rail system for commuter rail system k during iteration t produces at least as much of the output (FR) as it does during iteration t − 1. The third constraint (Eq. 61) ensures that the hypothetical target commuter rail system for commuter rail system k during iteration t operates under conditions with no more of the site characteristic (PCI) than commuter rail system k.
We formulate the third stage VRS model for commuter rail system k during the backward pass of iteration t as follows:
The objective function (Eq. 67) minimizes the relative efficiency of the third stage model of commuter rail system k during the backward pass of iteration t or equivalently maximizes its approximate inverse efficiency. The first constraint (Eq. 68) ensures that the hypothetical target commuter rail system for commuter rail system k during the backward pass of iteration t consumes no more of the intermediate product (RM) than is consumed by the third stage during the forward pass of iteration t. The second constraint (Eq. 69) ensures that the hypothetical target commuter rail system for commuter rail system k during the backward pass of iteration t produces at least as much of the intermediate product (PM) as is consumed by the fourth stage operation during iteration t. The third and fourth constraints (Eqs. 70 and 71) ensure that the hypothetical target commuter rail system for commuter rail system k during the backward pass of iteration t operates under conditions with no more of the site characteristics (PD and ST) than commuter rail system k.
We formulate the second stage VRS model for commuter rail system k during the backward pass of iteration t as follows:
The objective function (Eq. 76) minimizes the relative efficiency of the second stage model of commuter rail system k during the backward pass of iteration t or equivalently maximizes its approximate inverse efficiency. The first constraint (Eq. 77) ensures that the hypothetical target commuter rail system for commuter rail system k during the backward pass of iteration t consumes no more of the intermediate product (VM) than is consumed by the second stage during the forward pass of iteration t. The second constraint (Eq. 78) ensures that the hypothetical target commuter rail system for commuter rail system k during the backward pass of iteration t produces at least as much of the intermediate product (RM) as is consumed by the third stage during the backward pass of iteration t. The third and fourth constraints (Eqs. 79 and 80) ensure that the hypothetical target commuter rail system for commuter rail system k during the backward pass of iteration t operates under conditions with no more of the site characteristics (VA and DRM) than commuter rail system k .
The above formulations describe one complete iteration for commuter rail system k. The process iterates until all parameters converge. We use Microsoft Excel©, the standard Solver© add-in, and Visual Basic for applications© programming language to construct the mathematical models and implement the iterative process to obtain the organizational efficiencies and optimal (target) values for all the parameters (OP*, VM*, RM*, PM*, and FR*).
Rights and permissions
Copyright information
© 2014 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Mallikarjun, S., Lewis, H.F., Sexton, T.R. (2014). Measuring and Managing the Productivity of U.S. Public Transit Systems: An Unoriented Network DEA. In: Emrouznejad, A., Cabanda, E. (eds) Managing Service Productivity. International Series in Operations Research & Management Science, vol 215. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-43437-6_18
Download citation
DOI: https://doi.org/10.1007/978-3-662-43437-6_18
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-662-43436-9
Online ISBN: 978-3-662-43437-6
eBook Packages: Business and EconomicsBusiness and Management (R0)