Synthesis of Safety for Traffic Operations - Transports Canada

More documents

Recommendations

Info

Synthesis of Safety for Traffic Operations March 2003 Ministry of Transportation for Ontario (1998) “The Science of Highway Safety: Network Evaluation and Safety Conscious Procedures”, Ministry of Transportation for Ontario, Traffic Office, Traffic Safety Management Section, Toronto, Ontario. Mounce, J.M. (1981) “Driver Compliance with Stop-Sign Control at Low-Volume Intersections”, Transportation Research Record 808, Transportation Research Board, National Academies of Science, Washington, D.C., pp. XX Ontario Provincial Police (1998) “Safe on Seven, 1998”, from the Community Based Traffic Safety – Best Practices Database, Transport Canada, http://www.tc.gc.ca/roadsafety/NPA/detail_e.asp?ID=42, accessed on June 4, 2002. Owens RD (1967) “Effect of Rumble Strips at Rural Stop Locations on Traffic Operation”, Highway Research Record 170, Highway Research Board, National Academies of Science, Washington, DC, pp. 35-55. Pant PD, Park Y, Neti SV, and Hossain AB (1999) “Comparative Study of Rural Stopcontrolled and Beacon-controlled Intersections”, Transportation Research Record 1692, Transportation Research Board, National Academies of Science, Washington, DC, pp. 164-172. Parker MR (1997) “Effects of Raising and Lowering Speed Limits on Selected Roadway Sections”, FHWA Report No. FHWA-RD-92-084. Federal Highway Administration, United States Department of Transportation, Washington, DC. Parker MR and Zeeger CV (1989) “Traffic Conflict Technique for Safety and Operation Engineers Guide”, Report FHWA-IP-88-026, Federal Highway Administration, United States Department of Transportation, Washington, DC. Pernia JC, Lu JJ, Xie X, Weng M, and Snyder D. (2002) “Development of Models to Quantify the Impacts of Signalization on Intersection Crashes”, Paper submitted for presentation at the 81 st Annual Meeting of the Transportation Research Board, Washington, DC. Persaud BN (1986) “Safety Migration, the Influence of Traffic Volumes, and Other Issues in Evaluating Safety Effectiveness – Some Findings on Conversion of Intersections to Multiway Stop Control”, Transportation Research Record 1068, Transportation Research Board, National Academies of Science, Washington, DC. Poch M and Mannering F (1996) “Negative Binomial Analysis of Intersection-Accident Frequencies”, Journal of Transportation Engineering, American Society of Civil Engineers, Volume 122(2), pp. 105-113. Page 179
References Polanis SF (1998) “Do 12“ Signal Lenses Reduce Angle Crashes?”, ITE Annual Meeting, Compendium of Papers CD-ROM, Toronto, Ontario. Polanis SF (2002) “Right-angle Crashes and Late-night/Early-morning Flashing Operation: 19 Case Studies”, ITE Journal, Institute of Transportation Engineers, Washington, DC, pp.26-28. Retting R, Greene MA, and Van Houten J (1997) “Use of Pavement Markings to Reduce Rear-end Conflicts at Commercial Driveway Locations”, Transportation Research Record 1605, Transportation Research Board, National Academies of Science, Washington DC, pp. 106-110. Rimiller J, Ivan J, and Garrick N (2001) “Estimating Benefits from Specific Highway Safety Improvements: Phase III – Benefits of Lane Widening and Adding Left Turn Lanes”, Submitted for presentation at the 81 st Annual Meeting of the Transportation Research Board, Washington, DC. Royal Canadian Mounted Police (1999) “Highway 43 Safety Initiative, 1999”, from the Community Based Traffic Safety – Best Practices Database, Transport Canada, http://www.tc.gc.ca/roadsafety/NPA/detail_e.asp?ID=24, accessed on June 4, 2002. Salman NK and Al-Maita KJ (1995) “Safety Evaluation at Three-Leg, Unsignalized Intersections by Traffic Conflict Technique”, Transportation Research Record 1485, Transportation Research Board, National Academies of Science, Washington DC, pp. 177-185. Sayed T, Abdelwahab, and Nepomuceno J (1998) “Safety Evaluation of Alternative Signal Head Design”, Transportation Research Record 1635, Transportation Research Board, National Academies of Science, Washington, DC, pp. 140-146. Sayed T and Rodriguez F (1999) “Accident Prediction Models for Urban Unsignalized Intersections in British Columbia”, Transportation Research Record 1665, Transportation Research Board, National Academies of Science, Washington, DC, pp.93-99. Sayed T, Vahidi H, and Rodriguez F (1999) “Advance Warning Flashers – Do they Improve Safety?”, Transportation Research Record 1692, Transportation Research Board, National Academies of Science, Washington, DC, pp. 30-38. Schrader MH (1999) “Study of Effectiveness of Selected School Zone Traffic Control Devices”, Transportation Research, Record 1692, Transportation Research Record, National Academies of Science, Washington, DC, pp. 24-29. Shebeeb O. “Safety and Efficiency for Exclusive Left-turn Lanes at Signalized Intersections” ITE Journal, July 1995, pp. 52-59. Page 180
Page 1 and 2:
Transport Canada Transports Canada
Page 4:
Synthesis Of Safety For Traffic Ope
Page 8 and 9:
DISCLAIMER The material presented h
Page 10 and 11:
EXECUTIVE SUMMARY Traffic operation
Page 12 and 13:
Synthesis of Safety for Traffic Ope
Page 14 and 15:
Page 16 and 17:
TABLE OF CONTENTS DISCLAIMER REJET
Page 18 and 19:
Page 20 and 21:
LIST OF TABLES TABLE 3.1: Crash Rat
Page 22 and 23:
Page 24:
Chapter 1: Chapter 1: Introductio I
Page 27 and 28:
Introduction Before proceeding, a f
Page 29 and 30:
Introduction Literature regarding t
Page 31 and 32:
Introduction The current science of
Page 33 and 34:
Introduction adequate size control
Page 35 and 36:
Introduction In concluding this sec
Page 38 and 39:
Page 40 and 41:
Page 42:
Chapter 3: Chapter 3: Intersectio I
Page 45 and 46:
Intersection Control TABLE 3.3: Cra
Page 47 and 48:
Intersection Control TABLE 3.5: CMF
Page 49 and 50:
Intersection Control Vancouver Regi
Page 51 and 52:
Intersection Control V m = the sum
Page 53 and 54:
Intersection Control where: X1 = 0
Page 55 and 56:
Intersection Control Region of Durh
Page 57 and 58:
Intersection Control TABLE 3.17: CM
Page 59 and 60:
Intersection Control The predictor
Page 61 and 62:
Page 63 and 64:
Intersection Control program includ
Page 65 and 66:
Intersection Control TABLE 3.26: Me
Page 67 and 68:
Intersection Control TABLE 3.29: St
Page 69 and 70:
Intersection Control TABLE 3.32: Ni
Page 71 and 72:
Page 73 and 74:
Intersection Control It is noted th
Page 75 and 76:
Intersection Control Sayed et al (1
Page 77 and 78:
Intersection Control Signal Clearan
Page 79 and 80:
Intersection Control The CMFs are 0
Page 81 and 82:
Intersection Control also examined
Page 83 and 84:
Intersection Control Shebeeb (1995)
Page 85 and 86:
Intersection Control approaches at
Page 87 and 88:
Page 89 and 90:
Intersection Control TABLE 3.56: Sa
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Page 102:
Chapter 5: Chapter 5: Pavement Pave
Page 105 and 106:
Pavement Markings The study methodo
Page 107 and 108:
Pavement Markings Hall (1987) Hall
Page 109 and 110:
Pavement Markings TABLE 5.8: Safety
Page 111 and 112:
Pavement Markings THIS PAGE IS INTE
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124:
Chapter 7: Chapter 7: Bicycle Bicyc
Page 127 and 128:
Bicycle Safety TABLE 7.1: Safety Im
Page 130 and 131:
Page 132 and 133:
Page 134 and 135:
Page 136 and 137:
Page 138 and 139:
Page 140 and 141:
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
Page 148:
Chapter 9: Chapter 9: Turn Lanes Tu
Page 151 and 152:
Turn Lanes TABLE 9.2: Safety Impact
Page 153 and 154:
Turn Lanes Vogt determined that a l
Page 155 and 156:
Turn Lanes 1998 one of their high c
Page 157 and 158:
Turn Lanes Section TABLE 9.10: Safe
Page 159 and 160:
Turn Lanes A T = ADT 0.91 L 0.852 e
Page 161 and 162:
Turn Lanes CMF = 1 - 0.7 P lt/d 0.0
Page 163 and 164:
Turn Lanes occurred within 250 feet
Page 166 and 167:
Page 168 and 169:
TABLE 10.3: Speed Changes Resulting
Page 170 and 171:
Sites Where Applied 1 URBAN Island
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 223 and 224: References Bloch SA (1998) “Compa
Page 225 and 226: References Hamilton Associates (199
Page 227: References Lee JT, Maleck TL, and T
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
show all

Synthesis of Safety for Traffic Operations - Transports Canada

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?