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REPORT
This report is an archived publication and may contain dated technical, contact, and link information
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Publication Number:  FHWA-HRT-14-020    Date:  January 2015
Publication Number: FHWA-HRT-14-020
Date: January 2015

 

Factors Influencing Operating Speeds and Safety on Rural and Suburban Roads

REFERENCES

  1. NHTSA. Traffic Safety Facts 2012, A Compilation of Motor Vehicle Crash Data from the Fatality Analysis Reporting System and the General Estimates System. DOT HS 812 032. U.S. Department of Transportation, Washington, DC, 2014.

  2. NHTSA. Traffic Safety Facts, 2012 Data, Rural/Urban Comparison. DOT HS 812 050. U.S. Department of Transportation, Washington, DC, July 2014.

  3. Council, F.M., Reurings, M., Srinivasan, R. Masten, S., and Carter, D. Development of a Speeding-Related Crash Typology. FHWA-HRT-10-024, FHWA, McLean, VA, April 2010.

  4. Donnell, E.T., Himes, S.C., Mahoney, K.M., Porter, R.J., and McGee, H. Speed Concepts: Informational Guide. FHWA-SA-10-001, 2009. Retrieved October 26, 2011, from http://safety.fhwa.dot.gov/speedmgt/ref_mats/fhwasa10001/

  5. FHWA. Engineering Countermeasures for Reducing Speeds: A Desktop Reference of Potential Effectiveness. 2009. Retrieved January 28, 2014, from http://safety.fhwa.dot.gov/speedmgt/ref_mats/eng_count/eng_count.pdf.

  6. FHWA. Speed Management: A Manual for Local Rural Road Owners. FHWA, Washington, DC, 2009.

  7. FHWA. FHWA Functional Classification Guidelines. 2010. Retrieved December 17, 2010, from https://www.fhwa.dot.gov/planning/fctoc.htm.

  8. Utah Department of Transportation. Functional Classification Maps. May 13, 2010. Retrieved December 17, 2010, from http://www.udot.utah.gov/main/f?p=100:pg:2391653581204029::::V,T:,1224.

  9. Washington State Department of Transportation. Functional Classification Maps. 2009. Retrieved December 17, 2010, from http://www.wsdot.wa.gov/mapsdata/tdo/functionalclassmaps/default.htm.

  10. Virginia Department of Transportation. Functional Classification. October 13, 2009. Retrieved December 17, 2010, from http://www.virginiadot.org/projects/fxn_class/maps.asp.

  11. NJDOT. Roadway Information and Traffic Counts: Functional Classification Maps. August 4, 2004. Retrieved December 17, 2010, from http://www.state.nj.us/transportation/refdata/roadway/fcmaps.shtm.

  12. Merriam-Webster. Dictionary. 2010. Retrieved December 17, 2010, from http://www.merriam-webster.com/dictionary/suburban.

  13. U.S. Department of Justice. Attorney General's Report to Congress on the Growth of Violent Street Gangs in Suburban Areas. 2008. Retrieved December 17, 2010, from http://www.justice.gov/ndic/pubs27/27612/appenda.htm.

  14. Ban, H., and Ahlqvist, O. “Visualizing the Uncertainty of Urban Ontology Terms,” Studies in Computational Intelligence (SCI) 61, 2007, pp. 85–94.

  15. U.S. Department of Agriculture. What Is Rural. December 9, 2008. Retrieved December 17, 2010, from National Agricultural Library: http://www.nal.usda.gov/ric/ricpubs/what_is_rural.shtml.

  16. Florida Department of Transportation, Transportation Statistics Office. FHWA Urban Boundary and Federal Functional Classification Handbook. Florida Department of Transportation, Tallahassee, FL, 2003.

  17. FHWA. Access Management in the Vicinity of Intersections. Washington, DC: FHWA, 2010.

  18. Turner, S., Sandt, L. Toole, J., Benz, R., and Patten, R. FHWA University Course on Bicycle and Pedestrian Transportation. FHWA, Washington, DC, 2008.

  19. Texas Department of Transportation. Roadway Design Manual. Texas Department of Transportation, Austin, TX, 2010.

  20. PennDOT and NJDOT. Smart Transportation Guidebook: Planning and Designing Highways and Streets that Support Sustainable and Livable Communities. New Jersey and Pennsylvania Departments of Transportation, 2008.

  21. Donnell, E.T., Himes, S.C., Mahoney, K.M., and Porter, R.P. “Understanding Speed Concepts: Key Definitions and Case Study Examples.” Transportation Research Record: Journal of the Transportation Research Board, No. 2120, TRB of the National Academies 2009.

  22. Porter, R.J., Donnell, E.T., and Mason, J.M. “Geometric Design, Speed, and Safety,” Transportation Research Record, Journal of the Transportation Research Board, No. 2309, TRB of the National Academies 2012.

  23. AASHTO. A Policy on Design of Urban Highways and Arterial Streets. Washington, DC, 1973.

  24. AASHTO. A Policy on Geometric Design of Rural Highways. Washington, DC, 1954.

  25. AASHTO. A Policy on Arterial Highways in Urban Areas. Washington, DC, 1957.

  26. Fitzpatrick, K., Carlson, P., Brewer, M.A., Wooldridge, M.D., and Miaou, S.P. Design Speed, Operating Speed and Posted Speed Practices. NCHRP Report 504. Transportation Research Board, Washington, DC, 2003. Accessed October 26, 2011 (http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_504.pdf).

  27. AASHTO. A Policy on Highway Types (Geometric). Washington, DC, 1940.

  28. AASHTO. A Policy on Geometric Design of Highways and Streets. Washington, DC, 2011.

  29. AASHTO. A Policy on Geometric Design of Highways and Streets. Washington, DC, 2004.

  30. Harwood, D.W., Torbic, D.J., Richard, K.R., Glauz, W.D., and Elefteriadou, L. Review of Truck Characteristics as Factors in Roadway Design. NCHRP Report 505. Transportation Research Board, Washington, DC, 2003

  31. NCHRP, Superelevation Criteria for Sharp Horizontal Curves on Steep Grades. NCHRP 15-39. Accessed July 2011 (http://144.171.11.40/cmsfeed/TRBNetProjectDisplay.asp?ProjectID=2720).

  32. Bonneson, J., Pratt, M., Miles, J., and Carlson, P. Development of Guidelines for Establishing Effective Curve Advisory Speeds. FHWA/TX-07/0-5439-1. Texas Transportation Institute, College Station, TX, 2007, Accessed October 26, 2011. (http://tti.tamu.edu/documents/0-5439-1.pdf).

  33. Johansson, G., and Rumar, K. “Drivers’ Brake Reaction Times.” Human Factors, 13(1), 1971, pp. 23–27.

  34. Massachusetts Institute of Technology. Report of the Massachusetts Highway Accident Survey (CWA and ERA Project). Cambridge, MA, 1935.

  35. Normann, O.K. “Braking Distances of Vehicles from High Speeds,” Proceedings HRB, 22, 1953, pp. 421–436.

  36. Fambro, D.B., Fitzpatrick, K., and Koppa, R.J. Determination of Stopping Sight Distances (NCHRP Report 400). Transportation Research Board, Washington, DC, 1997.

  37. AASHTO. Highway Safety Manual. Washington, DC, 2010.

  38. Krammes, R.A., Brackett, R.Q., Shafer, M.A., Ottesen, J.L., Anderson, I.B., Fink, K.L., Collins, K.M., Pendleton, O.J., and Messer, C.J. Horizontal Alignment Design Consistency for Rural Two-Lane Highways. FHWA-RD-94-034. FHWA, Washington, DC, 1994.

  39. Fitzpatrick, K., B. Shamburger, R. A., Krammes, and D. B. Fambro. “Operating Speed on Suburban Arterial Curves.” Transportation Research Record: Journal of the Transportation Research Board, No. 1579, TRB of the National Academies, 1997, pp. 89–96.

  40. Tarris, J., Mason, J.M., and Antonucci, N.D. “Geometric Design of Low-Speed Urban Streets,” Transportation Research Record: Journal of the Transportation Research Board, No. 1701, TRB of the National Academies, 2000.

  41. Solomon, D. Accidents on Main Rural Highways Related to Speed, Driver, and Vehicle. Bureau of Public Roads, U.S. Department of Commerce, Washington, DC, 1964.

  42. Cirillo, J.A. “Interstate System Accident Research—Study II—Interim Report II,” Public Roads Magazine, 35(3), 1968, pp. 71–75.

  43. Shinar, D. “Speed and Crashes: A Controversial Topic and an Elusive Relationship.” Special Report 254: Managing Speed. Transportation Research Board, National Research Council, Washington, DC, 1998, pp. 221−276.

  44. McCarthy, P. “Effect of Speed Limits on Speed Distributions and Highway Safety: A Survey of the Literature,” Special Report 254: Managing Speed. Transportation Research Board, National Research Council, Washington, DC, 1998, pp. 277−358.

  45. Davis, G. “Possible Aggregation Biases in Road Safety Research and a Mechanism Approach to Accident Modeling,” Accident Analysis and Prevention, 36(6), 2004, pp.1,119−1,127.

  46. Joksch, H.C. “Velocity Change and Fatality Risk in a Crash,” Accident Analysis and Prevention, 25, 1993, pp. 103–104.

  47. TRB Operational Effects of Geometrics Committee. Modeling Operating Speed: Synthesis Report (Transportation Research Circular E-C151): Transportation Research Board of the National Academies, Washington, DC, 2011.

  48. Gross, F., Jovanis, P.P., and Eccles, K. “Safety Effectiveness of Lane and Shoulder Width Combinations on Rural, Two-Lane, Undivided Roads,” Transportation Research Record: Journal of the Transportation Research Board, No. 2103, TRB of the National Academies, Washington, DC, 2009.

  49. Bonneson, J.A., and Pratt, M.P. Roadway Safety Design Workbook, FHWA/TX-09/0-4703-P2. Texas Transportation Institute, College Station, TX, 2009. Accessed October 26, 2011 (http://tti.tamu.edu/documents/0-4703-P2.pdf).

  50. Fitzpatrick, K., Wooldridge, M.D. Tsimhoni, O. Collins, J.M., Green, P., Bauer, K.M., Parma, K.D., Koppa, R., Harwood, D.W., Anderson, I., Krammes, R.A., and Poggioli, B. Alternative Design Consistency Rating Methods for Two-Lane Rural Highways, FHWA-RD-99-172. FHWA, Washington, DC, 1999. Accessed October 26, 2011 (https://www.fhwa.dot.gov/publications/research/safety/ihsdm/99172/99172.pdf).

  51. Lamm, R., and Choueiri, E.M. “Recommendations for Evaluating Horizontal Alignment Design Consistency Based on Investigations in the State of New York,” Transportation Research Record, No. 1122, TRB of the National Academies, 1987.

  52. Hallmark, S., Hawkins, N., and Smadi, O., Toolbox of Countermeasures for Rural Two-Lane Curves, Center for Transportation Research and Education, Iowa State University, October 2013.

  53. FHWA. Traffic Calming on Main Roads Through Rural Communities. FHWA-HRT-08-067. FHWA, McLean, VA, 2008.

  54. Bretherton, W.M. “Do Speed Tables Improve Safety?” Paper Presented at ITE 2003 Annual Meeting, Seattle, WA, 2003.

  55. Hallmark, S.L., Peterson, E., Fitzsimmons, E., Hawkins, N., Resler, J., and Welch, T. Evaluation of Gateway and Low-Cost Traffic-Calming Treatments for Major Routes in Small Rural Communities. Iowa Highway Research Board (IHRB Project TR-523) and the Iowa Department of Transportation (CTRE Project 06-185). November 2007.

  56. Katz, B.J. (2004). Pavement Markings for Speed Reduction. Report TPF-5(065). Traffic Control Devices Pooled Fund Study, FHWA, McLean, VA, 2004.

  57. Gates, T.J., Qin, X., and Noyce, D.A. “Effectiveness of Experimental Transverse-Bar Pavement Marking as Speed-Reduction Treatment on Freeway Curves.” Transportation Research Record: Journal of the Transportation Research Board, No. 2056, TRB of the National Academies, 2008.

  58. Latoski, S.P. “Optical Speed Zone for Rural Two-Lane Highways,” ITE Journal, 79(3), 2009, pp. 30–35.

  59. Hawkins, H.G., Sneed, M.A., and Williams, C.L. Evaluation of Traffic Control Devices: Third-Year Activities, FHWA/TX-07/0-4701-3, Texas Transportation Institute, College Station, TX, 2007.

  60. Reddy, V., Datta, T., Savolainen, P., and Pinapaka, S. Evaluation of Innovative Safety Treatments, Volume 3: A Study of the Effectiveness of Tyregrip High Friction Surface Treatment. Report BD-500. Florida Department of Transportation, Tallahassee, FL, 2008.

  61. Dougald, L.E., Best Practices in Traffic Operations and Safety: Phase II: Zigzag Pavement Markings. FHWA/VCTIR 11-R9, Virginia Center for Transportation Innovation and Research, Charlottesville, VA, December 2010.

  62. Ullman, G.L., and Rose E.R. “Evaluation of Dynamic Speed Display Signs,” Transportation Research Record: Journal of the Transportation Research Board, No. 1918, TRB of the National Academies, 2005, pp. 92−97.

  63. Godinez, R. Stationary Radar Sign Program. City of Bellevue Transportation Department, Bellevue, WA, 2005.

  64. City of Englewood. Traffic Calming―Recent Accomplishments. Englewood, CO, 2007.

  65. Chang, K.N., M. Nolan M., and N. L. Nihan, N.L. “Measuring Neighborhood Traffic Safety Benefits by Using Real-Time Driver Feedback Technology,” Transportation Research Record: Journal of the Transportation Research Board, No. 1922, TRB of the National Academies, 2006, pp. 44–51.

  66. Cruzado, I., and E. T. Donnell, E.T. “Evaluating Effectiveness of Dynamic Speed Display Signs in Transition Zones of Two-Lane, Rural Highways in Pennsylvania,” Transportation Research Record: Journal of the Transportation Research Board, No. 2122, TRB of the National Academies, 2009, pp. 1−8.

  67. Monsere, C.M., Nolan, C., Bertini, R.L., Anderson, E.L., and El-Seoud, T.A. “Measuring the Impacts of Speed Reduction Technologies: Evaluation of Dynamic Advanced Curve Warning System,” Transportation Research Record: Journal of the Transportation Research Board, No. 1918, TRB of the National Academies, 2005, pp. 98–107.

  68. Transtec Group, Inc. Accessed August 14, 2011, http://www.highfrictionroads.com.

  69. Institute of Transportation Engineers. Manual of Transportation Engineering Studies, H.D. Robertson, ed., Prentice Hall, Englewood Cliffs, NJ, 1994.

  70. Polus, A., Fitzpatrick, K., and Fambro, D.B. Predicting Operating Speeds on Tangent Section of Two-Lane Rural Highways. Transportation Research Record: Journal of the Transportation Research Board, No. 1737, TRB of the National Academies, 2000,
    pp.50–57.

  71. Fitzpatrick, K., Miaou, S.P., Brewer, M., Carlson, P., and Wooldridge, M.D. “Exploration of the Relationship Between Operating Speed and Roadway Features on Tangent Sections,” Journal of Transportation Engineering, 131(4), April 2005, pp. 261–269.

  72. Washington, S.P., Karlaftis, M.G., and Mannering, F.L. Statistical and Econometric Methods for Transportation Data Analysis, Chapman & Hall/CRC, 2003.

  73. Devore, J.L. Probability and Statistics for Engineering and the Sciences, 4th edition. Duxbury Press, Belmont, CA, 1995.

  74. Lamm, R., Psarianos, B., and Mailaender, T. Highway Design and Traffic Safety Engineering Handbook, 1st Edition. McGraw Hill, 1999.

  75. Arnold, E.D. and Lantz, K.E. Evaluation of Best Practices in Traffic Operations and Safety: Phase I: Flashing LED Stop Sign and Optical Speed Bars. Report VCTIR 07-R34. Virginia Center for Transportation Innovation and Research, Charlottesville, VA, 2007.

  76. Katz, B.J. and Rakha, H.A. Peripheral Transverse Pavement Markings for Speed Control. Virginia Polytechnic Institute and State University, 2007.

  77. Hu, W. and Donnell, E.T. “Models of Acceleration and Deceleration Rates on a Complex Two-Lane Rural Highway: Results from a Nighttime Driving Experiment,” Transportation Research Part F: Traffic Psychology and Behavior, 13(6), November 2010, pp. 397–408.

  78. Harwood, D.W., Bauer, K.M., Richard, K.R., Gilmore, D.K., Graham, J.L. Potts, I.B., Torbic, D.J., and Hauer, E. Methodology to Predict the Safety Performance of Urban and Suburban Arterials. NCHRP Web-Only Document 129: Phases I and II. Transportation Research Board, 2007.

  79. Lee, J., and Mannering, F. Analysis of Roadside Accident Frequency and Severity and Roadside Safety Management. Final Research Report: Project T9903, Task 97. Washington State Department of Transportation, 1999.

  80. TRB. “Implementing Self-Explaining, Self-Enforcing Roads in the United States,” TRB Annual Meeting Session 145 of the 89th Annual Meeting of the Transportation Research Board, Washington, DC, January 10, 2010.

  81. Gross, F., Persaud, B., and Lyon, C. A Guide for Developing Quality Crash Modification Factors. FHWA-SA-10-032, Fhwa, Washington, DC, December 2010.

  82. Hughes, W., Eccles, K. Harwood, D., Potts, I. and Hauer, E. Development of a Highway Safety Manual. NCHRP Web-Only Document 62. Transportation Research Board, 2004.

  83. NCHRP, Enhanced Safety Prediction Methodology and Analysis Tool for Freeways and Interchanges. NCHRP 17-45, Transportation Research Board, Washington, DC, 2012

  84. Google®, Inc. (2014) Map of the intersection of Route 1/89 and Reservoir Highway 8 in Little Rock, MN. Accessed March 18, 2015 (https://maps.google.com/maps?ll=47.869798,-95.184447&spn=0.004502,0.009189&t=h&z=18).

  85. Google®, Inc. (2014) Map of the intersection of Highway 24 and Old U.S. 24 in Clayton, IL. Accessed March 18, 2015 (https://www.google.com/maps/place/Brown+County,+IL/@40.0084922,-90.8928638,1274m/data=!3m1!1e3!4m2!3m1!1s0x87de2aacfb0c484d:0xb03641681458718d).

  86. Google®, Inc. (2014) Map of Highway 24 in Clayton, IL. Accessed March 18, 2015 (https://maps.google.com/maps?ll=40.03628,-91.01967&spn=0.020552,0.036757&t=h&z=16).

  87. Google®, Inc. (2014) Map of Highway 24 in Clayton, IL. Accessed March 18, 2015 (https://maps.google.com/maps?ll=40.007732,-91.323147&spn=0.001285,0.002297&t=h&z=20).

  88. Google®, Inc. (2014) Map of Highway 24 in Clayton, IL. Accessed March 18, 2015 (https://maps.google.com/maps?ll=40.00812,-91.35554&spn=0.01028,0.018378&t=h&z=17).

  89. Zegeer, C.V., Deen, R.C., and Mayes, J.G. “Effect of Lane and Shoulder Width on Accident Reduction on Rural, Two-Lane Roads,” Transportation Research Record, No. 806, TRB of the National Academies, 1981, pp. 33–43.

  90. Google®, Inc. (2014) Map of Blue Course Drive in State College, PA. Accessed March 18, 2015 (https://maps.google.com/maps?ll=40.791264,-77.886372&spn=0.020323,0.036757&t=h&z=16).

  91. Fitzpatrick, K., Elefteriadou, L., Harwood, D.W., Collins, J.M., McFadden, J., Anderson, I.B., Krammes, R.A., Irizarry, N., Parma, K.D., Bauer, K.M., and Passetti, K. Speed Prediction for Two-Lane Rural Highways, FHWA-RD-99-171. FHWA, Washington, DC, 2000. Accessed October 26, 2011 (https://www.fhwa.dot.gov/publications/research/safety/ihsdm/99171.pdf).

  92. Hauer, E. Observational Before-After Studies in Road Safety. Pergamon, New York, 1997.

  93. Hausman, J. “Specification Tests in Econometrics,” Econometrica. 46(6), 1978, pp.1,251−1,271.

  94. Shankar, V., and Mannering, F. “An Exploratory Multinomial Logit Analysis of Single-Vehicle Motorcycle Accident Severity,” Journal of Safety Research, 27(3), 1996,
    pp. 183–194.

  95. Shankar, V., Mannering, F., and Barfield, W. “Statistical Analysis of Accident Severity on Rural Freeways,” Accident Analysis and Prevention, 28, 1996, pp. 391–401.

  96. Khattak, A., Kantor, P., and Council, F. “Role of Adverse Weather in Key Crash Types on Limited-Access Roadways: Implications for Advanced Weather Systems,” Transportation Research Record: Journal of the Transportation Research Board, No. 1621, TRB of the National Academies, 1998, pp. 10–19.

  97. Wang, C., Quddus, M.A., and Ison, S.G. “Predicting Accident Frequency at their Severity Levels and its Application in Site Ranking Using a Two-Stage Mixed Multivariate Model,” Accident Analysis and Prevention, 43, 2011, pp. 1,979−1,990.

  98. TRB Future Directions Subcommittee, Task Force for the Development of a Highway Safety Manual. Theory, Explanation, and Prediction in Road Safety: Promising Directions (Transportation Research Circular E-C179). TRB of the National Academies, Washington, DC, 2013.

  99. National Association of City Transportation Officials (NACTO). Urban Street Design Guide. October 2013. Accessed March 13, 2015 (http://nacto.org/usdg/street-design-elements/vertical-speed-control-elements/speed-table/).

  100. FHWA, PEDSAFE: Pedestrian Safety Guide and Countermeasure Selection System, FHWA-SA-04-003. FHWA, Washington, DC, 2004.

  101. Alavi, S. Guidelines for Traffic Calming. City of Sparks Public Works, Traffic Division. Reno, NV, 2007.

  102. Berger, W.J. and Linauer, M. Speed Reduction at City Limits by Using Raised Traffic Islands. Proceedings of the 2nd KFB-Research Conference―Urban Transport Systems, Lund, Sweden, 1999.

  103. García, A., Moreno A.T., and Romero M.A., “A New Traffic Calming Device: Speed Kidney,” ITE Journal, 82, December 2012, pp. 28–33.

  104. McGee, H.W. and Hanscom, F.R. Low-Cost Treatments for Horizontal Curve Safety. FHWA-SA-07-002. FHWA, Washington, DC. December 2006.

  105. Kittelson & Associates, Inc. Guidelines for Selection of Speed Reduction Treatments at High-Speed Intersections. NCHRP Web-only Document 124, NCHRP, TRB, Washington, DC, December 2007.

  106. Fitzpatrick, K., Brewer M.A., and Parham A.H. Left-Turn and In-Lane Rumble Strip Treatments for Rural Intersections. FHWA/TX-04/0-4278-2, Texas Transportation Institute, College Station, TX, September 2003.

  107. Zaidel, D., Hakkert, A.S., and Barkan, R. “Rumble Strips and Paint Stripes at a Rural Intersection.” Transportation Research Record, No. 1069, TRB, National Research Council, Washington DC, September 1986. pp. 7–13.

  108. Walton, S., and Meyer, E. “The Effect of Rumble Strip Configuration on Sound and Vibration Levels.” ITE Journal, December 2002. pp. 28–32.

  109. Elvik, R. and Vaa, T. Handbook of Road Safety Measures. Oxford, United Kingdom, Elsevier, 2004.

  110. FHWA. Frequently Asked Questions on Rumble Strips. November 2011.

  111. FHWA, “Rumble Strips and Stripes,” FHWA Safety Program. (November 1, 2011). Accessed January 27, 2014, http://safety.fhwa.dot.gov/roadway_dept/pavement/rumble_strips/index.cfm

  112. Persaud, B.N., Retting, R.A., and Lyon, C.A. “Crash Reduction Following Installation of Centerline Rumble Strips on Rural Two-Lane Roads,” Accident Analysis & Prevention, 36(6), November 2004, pp. 1,073–1,079.

  113. Sayed, T., deLeur, P., and Pump, J. “Impact of Rumble Strips on Collision Reduction on Highways in British Columbia, Canada,” Transportation Research Record: Journal of the Transportation Research Board, No. 2148.1, 2010, pp. 9–15.

  114. Webster, D.C., and Layfield, R.E. “An Assessment of Rumble Strips and Rumble Areas,” TRL Project ReportPR 33, 1993.

  115. Stidger, Ruth W. “Centerline Rumble Strips Cut Accident Rates,” Better Roads, 76.9, 2006, pp. 30−31.

  116. American Traffic Safety Services Association, Low Cost Local Road Safety Solutions, March 2006.

  117. Sperry, R., Latterell, J., McDonald, T. Best Practices for Low-Cost Safety Improvements on Iowa’s Local Roads, CTRE Project 08-338, December 2008.

  118. Vest, A. and Stamatiadis, N. “Use of Warning Signs and Markings to Reduce Speeds on Curves,” Proceedings of the 3rd International Symposium on Highway Geometric Design, Chicago, IL, 2005.

  119. Meyer, E. “A New Look at Optical Speed Bars,” ITE Journal, 71(11), November 2001.

  120. Martindale, A. and Urlich, C. Effectiveness of Transverse Road Markings on Reducing Vehicle Speed. NZ Transport Agency Research Report 423. NZ Transport Agency, Wellington, New Zealand, 2010.

  121. Pavement Markings. Iowa State University, Center for Transportation and Research Education. 2001.

  122. FHWA, Manual on Uniform Traffic Control Devices, 2009 Edition. Washington, DC, 2009.

  123. Hallmark, S., Knickerbocker, S., and Hawkins, N. Evaluation of Low-Cost Traffic Calming for Rural Communities―Phase II, IHRB Project TR-630, October 2013.

  124. Hallmark, S., Hawkins, N., and Knickerbocker, S. Transverse Speed Bars for Rural Traffic Calming, February 2013.

  125. Balde, A.D., Speed Management in Rural Communities Using Optical Speed Bars, Kansas State University, 2010.

  126. Hallmark, S., Knickerbocker, S., and Hawkins, N., Speed Management Toolbox for Rural Communities, April 2013.

  127. Retting, R.A. and Farmer, C.M., “Use of Pavement Markings to Reduce Excessive Traffic Speeds on Hazardous Curves,” ITE Journal, 68(9), September 1998, pp. 30–36.

  128. Atkinson, J.E. Chandler, B.E., Betkey, V., Weiss, K., Dixon, K., Giragosian, A., Donoughe, K., and O'Donnell, C. Manual for Selecting Safety Improvements on High Risk Rural Roads., FHWA-SA-14-075, FHWA, Washington, DC, 2014.

  129. Austroads. Road Safety Risk Assessment Project. Road and Transport Research, Reports AP-T146-10 through AT-T156-10, Sydney, Australia, 2002–2007.

  130. Hughes, W, Jagannathan, R., and Gross, F. Two Low-Cost Safety Concepts for Two-Way STOP-Controlled, Rural Intersections on High-Speed Two-Lane, Two-Way Roadways. FHWA-HRT-08-063. FHWA, McLean, VA, 2008.

  131. Tsyganov, A.R., Warrenchuk, N.M., and Machemehl, R.B. Driver Performance and Safety Effects of Edge Lines on Rural Two-Lane Highways. TRB 88th Annual Meeting Compendium of Papers CD-ROM. Washington, DC, 2009.

  132. Tsyganov, A.R., Machemehl, R.B., Warrenchuk, N.M., and Wang, Y. Before-After Comparison of Edgeline Effects on Rural Two-Lane Highways. FHWA/TX-07/0-5090-2, University of Texas at Austin, Austin, TX, November 2006.

  133. Mattox, J.H., Sarasua, W.A., Ogle, J.H., Eckenrode,R.T., and Dunning, A. “Development and Evaluation of a Speed-Activated Sign to Reduce Speeds in Work Zones,” Transportation Research Record: Journal of the Transportation Research Board, No. 2015, TRB of the National Academies, Washington, DC, 2007, pp. 3−11.

  134. Carlson, P.J., Fontaine, M., Hawkins, H.G., Murphy, K., and Brown, D. “Evaluation of Speed Trailers at High-Speed Temporary Work Zones,” Proceedings of the 79th Annual Meeting of the Transportation Research Board, Paper No. 00-1475, Washington, DC, 2000.

  135. Drakopoulos, A., Uprety, S., and Vergou, G. I-43 Speed Warning Sign Evaluation. Prepared for the Wisconsin Department of Transportation, Milwaukee, WI, 2003.

  136. UK DFT. Traffic Calming on Major Roads: A Traffic Calming Scheme at Costessey, Norfolk. Traffic Advisory Leaflet 14/99, Department for Transport, UK, 1999.

  137. Katz, B., O’Donnell, C., Donoughe, K., Atkinson, J., Finley, M., Balke, K., and Warren, D. Guidelines for the Use of Variable Speed Limit Systems in Wet Weather. FHWA-SA-12-022. FHWA, Washington DC, 2012.

  138. Bham, G.H., et al. Evaluation of Variable Speed Limits on I-270/I-255 in St. Louis. RI08-025, Missouri University of Science and Technology, Rolla, MO, 2010.

  139. Rama, P., “Effects of Weather-Controlled Variable Speed Limits and Warning Signs on Driver Behavior,” Transportation Research Record, No. 1689, 1999, pp. 53–59.

  140. Ulfarsson, G.F., Shankar, V.N., and Vu, P. “The Effect of Variable Message and Speed Limit Signs on Mean Speeds and Speed Deviations,” International Journal of Vehicle Information and Communication Systems, 1(1/2), 2005, pp. 69−87.

  141. Buddemeyer, J., Young, R.K. and Dorsey-Spitz, B. “Rural Variable Speed Limit System for Southeast Wyoming.” Transportation Research Record: Journal of the Transportation Research Board, No. 2189, TRB of the National Academies, 2010, pp.37−44.

  142. Jamson, S., Lai, F., Harrobin, A., and Carsten, O. Interaction Between Speed Choice and Road Environment. Road Safety Research Report 100, Department for Transport, London, England, November 2008.

  143. Store.Hallsigns.com. Accessed on March 13, 2015 (http://store.hallsigns.com/30-W13-1P-Advisory-Speed_p_2180.html).

  144. Gates, T.J., and Hawkins, H.G., Effect of Higher-Conspicuity Warning and Regulatory Signs on Driver Behavior, Texas Transportation Institute, Project Summary Report 0-4271-S, 2004.

  145. Pennsylvania Department of Transportation. Price Item History from Projects Let from 1/8/2009 to 3/17/2011, 2011.

  146. Vest, A., Stamatiadis, N. Clayton, A. and Jerry Pigman, J. Effect of Warning Signs on Curve Operating Speeds. Kentucky Transportation Center. Lexington, KY. August 2005.

  147. Srinivasan, R., Baek, J., Carter, D., Persaud, B., Lyon, C., Eccles, K., Gross, F., and Lefler, N. Safety Evaluation of Improved Curve Delineation. FHWA-HRT-09-045. FHWA, Washington, DC, 2009.

  148. Charlton, S.G.M., “The Role of Attention in Horizontal Curves: A Comparison of Advance Warning, Delineation, and Road Marking Treatments,” Accident Analysis & Prevention, 39(5), September 2007, pp. 873−885.

  149. Ré, J.M., Hawkins H.G., and Chrysler, S.T. “Assessing Benefits of Chevrons with Full Retroreflective Signposts on Rural Horizontal Curves,” Transportation Research Record: Journal of the Transportation Research Board, No. 2149, TRB of the National Academies, Washington, DC, 2010, pp. 30−36.

  150. Montella, A., “Safety Evaluation of Curve Delineation Improvements: Empirical Bayes Observational Before-After Study,” Transportation Research Record: Journal of the Transportation Research Board, No. 2103, TRB of the National Academies, Washington, DC, 2008, pp. 69−79.

  151. Chrysler, S.T., Ré, J., Knapp, K.S., Funkhouser, D.S., Kuhn, B.T. Driver Response to Delineation Treatments on Horizontal Curves on Two-Lane Roads, Texas Transportation Institute, May 2009.

  152. Transport Research Laboratory. Towards Safer Roads in Developing Countries. Transport Research Laboratory, Berkshire, England, 1991.

  153. AASHTO, Technology Implementation Group. Cable Median Barriers Presentation. AASHTO, 2007.

  154. Grzebieta, R.H., Zou, R., Jiang, T., and Carey, A. “Roadside Hazard and Barrier Crashworthiness Issues Confronting Vehicle and Barrier Manufacturers and Government Regulators,” Proc. 19th International Technical Conference on the Enhanced Safety of Vehicles, Washington, DC, 2005.

  155. Transport Research Laboratory. Issue 75 of Current Topics in Transport: Safety Barriers Update: (2000−2001). Transport Research Laboratory Library Services, 2001.

  156. Lyon, C., Persaud, B., Lefler, N., Carter, D., and Eccles, K.A. Safety Evaluation of Installing Center Two-Way Left-Turn Lanes on Two-Lane Roads. FHWA-HRT-08-042, FHWA, Washington, DC, 2008.

  157. Haleem, K., and Abdel-Aty, M. “The Group Least Absolute Shrinkage and Selection Operator “GLASSO” Technique: Application in Variable Selection and Crash Prediction at Unsignalized Intersections.” Presented at the 90th Annual Meeting of the Transportation Research Board, Washington, DC, 2011.

  158. FHWA, Safety Benefits of Walkways, Sidewalks, and Paved Shoulders. FHWA-SA-10-022, McLean, VA, 2010.

  159. Pennsylvania Department of Transportation, Bureau of Design, Publication 287: Item Price History for Projects Let from 1/7/2010 to 3/8/2012. Volume 287 of Publication. Pennsylvania Department of Transportation, 2012.

  160. Perez, Isabel, “Safety Impact of Engineering Treatments on Undivided Rural Roads,” Accident Analysis & Prevention, 38(1), 2006, pp 192−200.

  161. Ye, Z., Veneziano, D., and Lord, D. “Safety Impact of Gateway Monuments,” Accident Analysis and Prevention, 43(1), Elsevier Ltd., pp. 290−300, 2011.

 

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