Synthesis of Safety for Traffic Operations - Transports Canada

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Synthesis of Safety for Traffic Operations March 2003 REFERENCES Abbess C, Jarrett D, and Wright CC (1981) “Accidents at Blackspots: Estimating the Effectiveness of Remedial Treatment, With Special Reference to the `Regression-tomean' Effect”, Traffic Engineering & Control, 22(10). Abdulsattar HN, Tarawneh MS, McCoy PT, and Kachman SD (1996) “Effect on Vehicle-Pedestrian Conflicts of ‘Turning Traffic Must Yield to Pedestrian’ Signs”, Transportation Research Record 1553, pp. 38-45. Agent KR (1988) “Traffic Control and Accidents at Rural High-Speed Intersections”, Transportation Research Record 1160, Transportation Research Board, National Academies of Science, Washington DC, pp. 14-21. Arnott D (1985) “An Analysis of Traffic Activated Curve Speed Warning Signs in Ontario”, Masters of Engineering Thesis, McMaster University, Hamilton, Ontario, 93pp. Austrian Road Safety Board (1999) “Investigations on Influences Upon Driver Behaviour - Safety Approaches in Comparison and Combination”, Final Report, Guarding Automobile Drivers through Guidance Education and Technology (GADGET), Vienna, Austria. Bamfo JK and Hauer E (1997) “Which is Safer in Terms of Right-angle Vehicle Accidents? Fixed-time or Vehicle-actuated Signal Control” Proceedings of the Canadian Multidisciplinary Road Safety Conference, Canadian Association of Road Safety Professionals, pg 352-360. Bauer KM, and Harwood DW (2000) “Statistical Models of At-Grade Intersection Accidents – Addendum”, FHWA-RD-99-094, Federal Highway Administration, Office of Safety and Traffic Operations Research and Development, Washington, DC. Beenstock M, Gafni D and Goldin E (1999) “The Effect of Traffic Policing on Road Safety in Israel”, Hebrew University of Jerusalum, Israel, http://atar.mscc.huji.ac.il/ ~economics/facultye/beenstock/manta.pdf, accessed on January 29, 2003. Belanger C (1994) “Estimation of Safety of Four-legged Unsignalized Intersections” Transportation Research Record 1467, Transportation Research Board, National Academy Press, Washington DC, pp. 23-29. Berger WJ and Linauer M (1998) “Raised Traffic Islands at City Limits – Their Effect on Speed”, Proceedings of 1998 Meeting of the International Cooperation on Theories and Concepts in Traffic Safety, Budapest. Bhesania RP (1991) “Impact of Mast-Mounted Signal Heads on Accident Reduction”, ITE Journal, Institute of Transportation Engineers, Washington, DC, pp. 25-29. Page 173
References Bloch SA (1998) “Comparative Study of Speed Reduction Effects of Photo-radar and Speed Display Boards”, Transportation Research Record 1640, Transportation Research Board, National Academies of Science, pp. 27-36. Bonneson JA and McCoy PT (1997) “Effect of Median Treatment on Urban Arterial Safety: An Accident Prediction Model”, Paper No. 970101, Preprint for the 76 th Annual Meeting of the Transportation Research Board, Washington, DC. Brown HC and Tarko AP (1999) “Effects of Access Control on Safety on Urban Arterial Streets”, Transportation Research Record 1665, Transportation Research Board, National Academies of Science, Washington, DC, pp. 68-74. Canadian Council of Motor Transport Administrators (2000) “Road Safety Vision 2001 - 2000 Update”, Ministry of Public Works and Government Services, Ottawa, Ontario, ISBN 0-662-29902-7. Carstens RL (1983) “Safety Effects of Rumble Strips on Secondary Roads”, Transportation Research Record 926, Transportation Research Board, National Academies of Science, Washington DC, pp. 12-15. Cebryk G and Boston G (1996) “School Zone Pilot Project and Evaluation”, Report to the City of Edmonton Utilities & Public Works Committee of City Council, August 15, 1996, Transportation Department, File: 96TR3462. Chin HC and Quddus MA (2001) “A Crash Prediction Model for Signalized Intersections”, Proceedings of the Canadian Multidisciplinary Road Safety Conference XII, Canadian Association of Road Safety Professionals, London, Ontario, pp. 1-8. Corkle J, Giese JL, and Marti MM (2001) “Investigating the Effectiveness of traffic Calming Strategies on Driver Behavior, Traffic Flow, and Speed”, Final Report No. MN/RC-2002-02, Minnesota Local Road Research Board, Minnesota Department of Transportation, St. Paul, Minnesota. Cottrell BH (1987) “Evaluation of Wide Edgelines on Two-lane Rural Roads”, Transportation Research Record 1160, Transportation Research Board, National Academies of Science, Washington DC, pp. 35-42. Cottrell BH (1995) “Evaluation of Strobe Lights in Red Lens of Traffic Signals”, Transportation Research Record 1495, Transportation Research Board, National Academy of Science, Washington, DC., pp. 36-40. Durham, Region of (2001) “Safety Improvement Program and Software”, Final Report, Regional Municipality of Durham, Public Works Department. Page 174
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Transport Canada Transports Canada
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Synthesis Of Safety For Traffic Ope
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DISCLAIMER The material presented h
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EXECUTIVE SUMMARY Traffic operation
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Synthesis of Safety for Traffic Ope
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TABLE OF CONTENTS DISCLAIMER REJET
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LIST OF TABLES TABLE 3.1: Crash Rat
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Chapter 1: Chapter 1: Introductio I
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Introduction Before proceeding, a f
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Introduction Literature regarding t
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Introduction The current science of
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Introduction adequate size control
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Introduction In concluding this sec
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Chapter 3: Chapter 3: Intersectio I
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Intersection Control TABLE 3.3: Cra
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Intersection Control TABLE 3.5: CMF
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Intersection Control Vancouver Regi
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Intersection Control V m = the sum
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Intersection Control where: X1 = 0
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Intersection Control Region of Durh
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Intersection Control TABLE 3.17: CM
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Intersection Control The predictor
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Intersection Control program includ
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Intersection Control TABLE 3.26: Me
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Intersection Control TABLE 3.29: St
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Intersection Control TABLE 3.32: Ni
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Intersection Control It is noted th
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Intersection Control Sayed et al (1
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Intersection Control Signal Clearan
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Intersection Control The CMFs are 0
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Intersection Control also examined
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Intersection Control Shebeeb (1995)
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Intersection Control approaches at
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Intersection Control TABLE 3.56: Sa
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Chapter 5: Chapter 5: Pavement Pave
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Pavement Markings The study methodo
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Pavement Markings Hall (1987) Hall
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Pavement Markings TABLE 5.8: Safety
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Pavement Markings THIS PAGE IS INTE
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Chapter 7: Chapter 7: Bicycle Bicyc
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Bicycle Safety TABLE 7.1: Safety Im
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Chapter 9: Chapter 9: Turn Lanes Tu
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Turn Lanes TABLE 9.2: Safety Impact
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Turn Lanes Vogt determined that a l
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Turn Lanes 1998 one of their high c
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Turn Lanes Section TABLE 9.10: Safe
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Turn Lanes A T = ADT 0.91 L 0.852 e
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Turn Lanes CMF = 1 - 0.7 P lt/d 0.0
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Turn Lanes occurred within 250 feet
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TABLE 10.3: Speed Changes Resulting
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Page 172 and 173: Forbes and Gill (2000) undertook a
Page 174 and 175: Ideally, three years of before and
Page 176 and 177: Kermit and Hein (1962) looked into
Page 178 and 179: The effects of the transverse pavem
Page 180: Chapter 11: Chapter 11: Other Other
Page 183 and 184: Other Safety Issues collisions per
Page 185 and 186: Other Safety Issues THIS PAGE IS IN
Page 188 and 189: Synthesis of Safety for Traffic Ope
Page 220: References References
Page 225 and 226: References Hamilton Associates (199
Page 227 and 228: References Lee JT, Maleck TL, and T
Page 229 and 230: References Polanis SF (1998) “Do
Page 231 and 232: References Vancouver, City of (1999
Page 233 and 234: References THIS PAGE IS INTENTIONAL
Page 242: Appendix B: Critical R Appendix B:
Page 245 and 246: Critical Reviews Worksheet for Eval
Page 247 and 248: Critical Reviews 2. Are the expecte
Page 258: Appendix D: Appendix D: How to Use
Page 261 and 262: How to Use Safety Performance Funct
Page 263 and 264: How to Use Safety Performance Funct
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