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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Median Intersection Design for Rural High-Speed Divided Highways. Washington, DC: The National Academies Press. doi: 10.17226/22958.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Median Intersection Design for Rural High-Speed Divided Highways. Washington, DC: The National Academies Press. doi: 10.17226/22958.
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Page 154
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Median Intersection Design for Rural High-Speed Divided Highways. Washington, DC: The National Academies Press. doi: 10.17226/22958.
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Page 155
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Median Intersection Design for Rural High-Speed Divided Highways. Washington, DC: The National Academies Press. doi: 10.17226/22958.
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Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

152 1. McDonald, J. W., “Relation Between Number of Accidents and Traffic Volume at Divided-Highway Intersections.” Highway Research Board Bulletin 74, Highway Research Board, National Research Council, Washington, D.C. (1953) p. 7–17. 2. Maze, T. H., N. R. Hawkins, and G. Burchett, Rural Expressway Intersection Synthesis of Practice and Crash Analysis: Final Report, Center for Transportation Research and Education, Iowa State Uni- versity, Ames, Iowa (October 2004); www.ctre.iastate.edu/reports/ expressway.pdf (as of May 17, 2007). 3. AASHTO, A Policy on Geometric Design of Highways and Streets, Fifth Edition, AASHTO, Washington, D.C. (2004). 4. Preston, H., R. Storm, M. Donath, and C. Shankwitz, Review of Minnesota’s Rural Intersection Crashes: Methodology for Identify- ing Intersections for Intersection Decision Support (IDS), Report 1: Developing Intersection Decision Support Solutions, CH2M Hill, Uni- versity of Minnesota, Minnesota DOT, St. Paul, MN (May 2004); www.lrrb.org/pdf/200431.pdf (as of August 16, 2007). 5. FHWA Office of Highway Policy Information, Highway Statistics Annual Publications, www.fhwa.dot.gov/policy/ohpi/hss/hsspubs.htm (as of May 17, 2007). 6. Missouri DOT Engineering Policy Group, “Rural Expressway Median Openings.” MoDOT Technical Bulletin, No. 1 (May 2006); www. modot.org/business/documents/TechnicalBulletinNo.1May06.pdf (as of May 17, 2007). 7. Nebraska Department of Roads, NDOR Roadway Design Manual, Lincoln, NE (July 2006); www.nebraskatransportation.org/roadway- design/manual.htm (as of May 21, 2007). 8. Nebraska Department of Roads Highway Safety Division, Accident Experience of Rural Highways: Two-Lane versus Four-Lane Express- ways, unpublished, Lincoln, NE (February 2000). 9. Harwood, D. W., M. T. Pietrucha, M. D. Wooldridge, R. E. Brydia, and K. Fitzpatrick, NCHRP Report 375: Median Intersection Design, Transportation Research Board, National Research Council, Wash- ington, D.C. (1995). 10. Iowa DOT Office of Systems Planning, Iowa in Motion: State Trans- portation Plan, Iowa DOT, Ames, Iowa (July 15, 1997); www.dot. state.ia.us/transplan.pdf (as of May 24, 2007). 11. Priest, R. V., “Statistical Relationships Between Traffic Volume, Median Width, and Accident Frequency On Divided-Highway Grade Intersections.” Highway Research News No. 13, Highway Research Board, National Research Council, Washington, D.C. (June 1964) pp. 9–20. 12. Bonneson, J. A., and P. T. McCoy, Interchange vs. At-Grade Inter- section on Rural Expressways, Final Report, Nebraska Department of Roads Project No. TRP-02-25-91, University of Nebraska-Lincoln, Lincoln, Nebraska (May 1992). 13. Maze, T. H., H. Preston, R. J. Storm, N. Hawkins, and G. Burchett, “Safety Performance of Divided Expressways.” ITE Journal, Vol. 75, No. 5 (May 2005) pp. 48–53. 14. Burchett, G. D., and T. H. Maze, “Rural Expressway Intersection Characteristics as Factors in Reducing Safety Performance.” Trans- portation Research Record: Journal of the Transportation Research Board No. 1953, Transportation Research Board of the National Academies, Washington, D.C. (2006) pp. 71–80. 15. Eck, R. W., and G. Winn, “Older Driver Perception of Problems at Unsignalized Intersections on Divided Highways.” Transportation Research Record: Journal of the Transportation Research Board, No. 1818, Transportation Research Board of the National Academies, Washington, D.C. (2002) pp. 70–77. 16. Neuman, T. R., R. Pfefer, K. L. Slack, K. K. Hardy, D. W. Harwood, I. B. Potts, D. J. Torbic, and E. R. K. Rabbani, NCHRP Report 500: Guidance for Implementation of the AASHTO Strategic Highway Safety Plan, Volume 5: A Guide for Addressing Unsignalized Intersection Collisions, Transportation Research Board of the National Academies, Washington, D.C. (2003); onlinepubs.trb.org/onlinepubs/nchrp/ nchrp_rpt_500v5.pdf (as of June 1, 2007). 17. Solomon, D., “Traffic Signals and Accidents in Michigan.” Public Roads, Vol. 30, No. 10 (October 1959) pp. 234–237. 18. Cribbins, P. D., J. M. Arey, and J. K. Donaldson, “Effects of Selected Roadway and Operational Characteristics on Accidents on Multilane Highways.” Highway Research Record 188, Highway Research Board, National Research Council, Washington, D.C. (1967) pp. 8–25. 19. Cribbins, P. D., and C. M. Walton, “Traffic Signals and Overhead Flashers at Rural Intersections: Their Effectiveness in Reducing Accidents.” Highway Research Record 325, Highway Research Board, National Research Council, Washington, D.C. (1970) pp. 1–14. 20. Van Maren, P. A., Correlation of Design and Control Characteristics with Accidents at Rural Multilane Highway Intersections in Indiana, Purdue University and Indiana State Highway Commission Joint Highway Research Project, Indianapolis, Indiana (revised July 1980). 21. Souleyrette, R. R., and T. Knox, Safety Effectiveness of High-Speed Expressway Signals, Center for Transportation Research and Edu- cation, Iowa State University, Ames, Iowa (August 2005); www.ctre. iastate.edu/reports/expressway_signals.pdf (as of June 1, 2007). 22. FHWA, Manual on Uniform Traffic Control Devices for Streets and Highways—2003 Edition with Revision 1 Incorporated, U.S. DOT, Washington, D.C. (November 2004); mutcd.fhwa.dot.gov/ kno-2003r1.htm (as of June 1, 2007). References

153 23. Hauer, E., Observational Before-After Studies in Road Safety: Esti- mating the Effect of Highway and Traffic Engineering Measures on Road Safety, Elsevier Science, Inc., Kidlington, Oxford, UK (1997). 24. Leisch, J. P., Institute of Transportation Engineers Freeway and Interchange Geometric Design Handbook, ITE, Washington, D.C. (2005). 25. Transportation Research Board, Highway Capacity Manual— HCM 2000, Transportation Research Board, National Research Council, Washington, D.C. (2000). 26. Illinois DOT, Bureau of Design and Environment Manual—2002 Edition, Springfield, IL (December 2002) www.dot.state.il.us/desenv/ bdemanual.html (as of July 11, 2007). 27. McCoy, P. T., U. R. Navarro, and W. E. Witt, “Guidelines for Offsetting Opposing Left-Turn Lanes on Four-Lane Divided Roadways.” Transportation Research Record 1356, Transportation Research Board, National Research Council (1992) pp. 28–36. 28. New Jersey DOT, New Jersey DOT Roadway Design Manual, Trenton, NJ. www.state.nj.us/transportation/eng/documents/RDME/ index.shtml (as of July 13, 2007). 29. Minnesota DOT, Minnesota DOT Road Design Manual, Saint Paul, MN (June 2000); www.dot.state.mn.us/tecsup/rdm/ (as of July 20, 2007). 30. Missouri DOT, Missouri DOT Engineering Policy Guide, Jefferson City, MO (2007); epg.modot.org/index.php?title=Main_Page (as of July 20, 2007). 31. Iowa DOT, Iowa DOT Design Manual, Ames, IA (May 2007). ftp:// 165.206.203.34/design/dmanual/00_START%20HERE_TOC.pdf (as of July 20, 2007). 32. Kansas DOT, Kansas DOT Design Manual, Volume 1 (Part A and B), Road Section, Topeka, KS (November 2006); www.ksdot.org/kart/ (as of July 20, 2007). 33. North Carolina DOT, North Carolina DOT Roadway Design Manual, Raleigh, NC (2007) www.ncdot.org/doh/preconstruct/altern/value/ manuals/designmanual.html (as of July 20, 2007). 34. Florida DOT, Design Standards for Design, Construction, Main- tenance, and Utility Operations on the State Highway System, Tallahassee, FL (2006). www.dot.state.fl.us/rddesign/rd/RTDS/06/ 2006Standards.htm (as of July 20, 2007). 35. Hanscom, F. R., Evaluation of the Prince William County Collision Countermeasure System, Report No. FHWA/VTRC 01-CR5, Virginia Transportation Research Council, Charlottesville, VA (February 2001); ntl.bts.gov/lib/17000/17600/17698/PB2001103190.pdf. (as of August 15, 2007). 36. Maine DOT—Transportation Research Division, Evaluation of the Norridgewock Intersection Collision Avoidance Warning System on Route 201A, Norridgewock, Maine, Final Technical Report #01-2, Maine DOT, Augusta, ME (November 2006); www.maine.gov/mdot/ transportation-research/pdf/Report0102f.pdf (as of August 15, 2007). 37. Staplin, L., K. Lococo, S. Byington, and D. Harkey, Guidelines and Recommendations to Accommodate Older Drivers and Pedestrians, Report No. FHWA-RD-01-051, Turner-Fairbank Highway Research Center, McLean, VA (May 2001); www.tfhrc.gov/humanfac/01105 /cover.htm#toc (as of August 17, 2007). 38. Khattak, A., L. Zhang, J. L. Hochstein, and S. C. Tee, “Crash Analysis of Expressway Intersections in Nebraska,” Transportation Research Board 85th Annual Meeting Compendium of Papers CD-ROM, Transportation Research Board of the National Academies, Wash- ington, D.C. (January 2006). 39. Hanson, C., Median Acceleration Lane Study Report, Minnesota DOT District 6 Traffic Office, Rochester, MN (July 2002); www.dot.state. mn.us/trafficeng/research/data/MAL_final.pdf (as of September 11, 2007). 40. Schurr, K. S., P. T. McCoy, G. Pesti, A. T. Egelhoff, and R. Burdick, Deceleration Lanes on Left-Turn Bays of Four-Lane Expressways: Final Report, Nebraska Department of Roads Project No. SPR-PL-1(038) P537, University of Nebraska-Lincoln, Lincoln, NE (December 2003). 41. Pant, P. D., and X. H. Huang, “Active Advance Warning Signs at High-Speed Signalized Intersections: Results of a Study in Ohio.” Transportation Research Record 1368, Transportation Research Board, National Research Council, Washington, D.C. (1992) pp. 18–26. 42. Bonneson, J. A., P. T. McCoy, and J. E. Truby, Jr., “Safety Improve- ments at Intersections on Rural Expressways: A Survey of State Departments of Transportation.” Transportation Research Record 1385, Transportation Research Board, National Research Council, Washington, D.C. (1993) pp. 41–47. 43. Potts, I. B., D. W. Harwood, D. J. Torbic, K. R. Richard, J. S. Gluck, H. S. Levinson, P. M. Garvey, and R. S. Ghebrial, NCHRP Report 524: Safety of U-Turns at Unsignalized Median Openings, Transportation Research Board of the National Academies, Washington, D.C. (2004); onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_524.pdf (as of September 17, 2007). 44. California DOT, California DOT Highway Design Manual, Sacramento, CA (2007); www.dot.ca.gov/hq/oppd/hdm/hdmtoc. htm#hdm (as of October 22, 2007). 45. Reid, J., Unconventional Arterial Intersection Design, Management and Operations Strategies, Parsons Brinckerhoff, New York, NY (July 2004); www.pbworld.com/library/fellowship/reid/ (as of October 29, 2007). 46. Potts, I. B., Harwood, D. W., Levinson, H. S., and Gluck, J., “Safety of U-Turns at Unsignalized Median Openings on Urban and Suburban Arterials” 6th National Conference on Access Management, Kansas City, MO (August 29–September 1, 2004). www.accessmanagement. gov/AM2004/AM0416bp_Potts.pdf (as of October 29, 2007). 47. Agent, K. R., “Traffic Control and Accidents at Rural High-Speed Intersections (With Discussion and Closure).” Transportation Research Record 1160, Transportation Research Board, National Research Council, Washington, D.C. (1988) pp. 14–21. 48. Institute of Transportation Engineers, ITE Speed Zoning Guidelines: Final Draft Version, ITE Committee 4M-25, (undated); www.ibiblio. org/rdu/ite-szg.html (as of November 2, 2007). 49. Staplin, L., “Simulator and Field Measures of Driver Age Differ- ences in Left-Turn Gap Judgments.” Transportation Research Record 1485, Transportation Research Board, National Research Council, Washington, D.C. (1995) pp. 49–55. 50. Harwood, D. W., and W. D. Glauz, NCHRP Synthesis of Highway Practice 281: Operational Impacts of Median Width on Larger Vehi- cles, Transportation Research Board, National Research Council, Washington, D.C. (2000). 51. Stokes, R. W., M. J. Rys, E. R. Russell, R. K. Robinson, and B. Budke, Analysis of Rural Intersection Accidents Caused By Stop Sign Violation and Failure to Yield the Right-of-Way, Kansas DOT, Kansas State University, Manhattan, KS (September 2000); ntl.bts.gov/lib/10000/ 10800/10811/KSU-98-6.pdf (as of November 14, 2007). 52. Minnesota DOT Office of Traffic, Safety, and Operations, Minnesota DOT Traffic Engineering Manual, Saint Paul, MN (August 2007); www.dot.state.mn.us/trafficeng/otepubl/tem/ (as of November 14, 2007). 53. Foody, T. J., and W. C. Taylor, “An Analysis of Flashing Systems.” Highway Research Record 221, Highway Research Board, National Research Council, Washington, D.C. (1968) pp. 72–84. 54. Hammer, J. B., and E. J. Tye, Overhead Yellow-Red Flashing Beacons: Final Report, Federal Highway Administration, California DOT, Sacramento, CA (January 1987).

154 55. Pant, P. D., Y. Park, and S. V. Neti, Development of Guidelines for Installation of Intersection Control Beacons: Final Report, Ohio DOT, University of Cincinnati, Cincinnati, OH (December 1992). 56. Hall, J. W., Guidelines for the Installation of Intersection Beacons and Hazard Identification Beacons: Final Report, New Mexico State Highway and Transportation Department, University of New Mexico, Albuquerque, NM (April 1991). 57. Preston, H., and T. Schoenecker, Safety Impacts of Street Lighting at Isolated Rural Intersections: Final Report, Minnesota DOT, St. Paul, MN (April 1999); www.lrrb.org/pdf/199917.pdf (as of November 28, 2007). 58. Isebrands, H. N., S. Hallmark, Z. Hans, T. McDonald, H. Preston, and R. Storm, Safety Impacts of Street Lighting at Isolated Rural Intersections—Part II: Final Report, Minnesota DOT, St. Paul, MN (June 2006); www.lrrb.org/pdf/200635.pdf (as of November 28, 2007). 59. Corkle, J., M. Marti, and D. Montebello, Synthesis on the Effectiveness of Rumble Strips, Minnesota DOT, St. Paul, MN (October 2001) www.lrrb.org/pdf/200207.pdf (as of November 29, 2007). 60. Harder, K. A., J. Bloomfield, and B. Chihak, The Effects of In-Lane Rumble Strips on the Stopping Behavior of Attentive Drivers, Min- nesota DOT, St. Paul, MN (October 2001); www.lrrb.org/pdf/ 200211.pdf (as of November 29, 2007). 61. Harwood, D. W., NCHRP Synthesis of Highway Practice 191: Use of Rumble Strips to Enhance Safety, Transportation Research Board, National Research Council, Washington, D.C. (1993). 62. Preston, H., R. Storm, M. Donath, and C. Shankwitz, Review of North Carolina’s Rural Intersection Crashes: Application of Method- ology for Identifying Intersections for Intersection Decision Support (IDS), Report 2: Toward a Multi-State Consensus on Rural Intersection Decision Support, Minnesota DOT, St. Paul, MN (August 2006); www.lrrb.org/pdf/200632.pdf (as of November 30, 2007). 63. Sisiopiku, V. P., and L. Aylsworth-Bonzelet, “Application of Loons at Directional Crossovers” Transportation Research Board 82nd Annual Meeting Compendium of Papers CD-ROM, Transportation Research Board of the National Academies, Washington, D.C. (2003) pp. 1–14; www.ltrc.lsu.edu/TRB_82/TRB2003-001541.pdf (as of December 21, 2007). 64. Liu, P., J. Lu, H. Chen, and G. Sokolow, “Understanding Factors Affecting Safety of Right-Turns Followed by U-Turns” TRB 87th Annual Meeting Compendium of Papers DVD, Transportation Research Board of the National Academies, Washington, D.C. (2008) pp. 1–14. 65. Maryland State Highway Administration, Conceptual Drawing of J-Turn Intersection at US-301 and MD-313, District 2 Office, Chestertown, MD. 66. Maryland State Highway Administration, Maryland’s Traffic Volume Maps by County. www.sha.state.md.us/SHAServices/mapsBrochures/ maps/OPPE/tvmaps.asp (as of February 7, 2008). 67. Maryland State Highway Administration, Collision Diagrams at US-301 and MD-313, Office of Traffic and Safety, Crash Analysis Safety Team, 5/30/2007. 68. North Carolina DOT, Safety Evaluation Group Homepage. www.ncdot.org/doh/preconstruct/traffic/safety/TSSM/se.html (as of February 13, 2008). 69. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Directional Crossover Installation at the Inter- section of US-23/74 at SR-1527 (Steeple Drive) and SR-1449 (Cope Creek Road) Near Sylva, Jackson County, NCDOT, Raleigh, NC (September 14, 2005); www.ncdot.org/doh/preconstruct/traffic/ Safety/ses/projects/completed_files/docs/SS1497017.pdf (as of February 20, 2008). 70. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Directional Crossover Installation at the Inter- section of US-64 and SR-2234/SR-2500 (Mark’s Creek Road) Near Knightdale in Wake County, NCDOT, Raleigh, NC (September 16, 2005); www.ncdot.org/doh/preconstruct/traffic/Safety/ses/projects/ completed_files/docs/SS0599243.pdf (as of February 20, 2008). 71. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Median Directional Crossover Installation and the Left-Turn Storage Lanes Extension at the Intersection of US-321 (Hickory Boulevard) and SR-1796 (Victoria Court/Clover Drive) in Caldwell County, NCDOT, Raleigh, NC (February 8, 2006); www. ncdot.org/doh/preconstruct/traffic/Safety/ses/projects/completed_ files/docs/SS1199210.pdf (as of February 20, 2008). 72. Bared, J. G., and E. I. Kaisar, “Advantages of Offset T-Intersections with Guidelines” International Conference: Traffic Safety on Three Continents, Moscow, Russia, Proceedings CD-ROM (November 2001); www.vti.se/EPiBrowser/Publikationer/K18APart2.pdf (as of April 9, 2008). 73. Mahalel, D., J. Craus, and A. Polus, “Evaluation of Staggered and Cross Intersections.” Journal of Transportation Engineering, Vol. 112, No. 5 (September 1986) pp. 495–506. 74. Institute of Transportation Engineers, Toolbox on Intersection Safety and Design, U.S. DOT, FHWA, Washington, D.C. (September 2004). 75. Hummer, J. E., and J. L. Boone, “Travel Efficiency of Unconventional Suburban Arterial Intersection Designs.” Transportation Research Record 1500, Transportation Research Board, National Research Council, Washington, D.C. (1995) pp. 153–161. 76. Hummer, J. E., “Unconventional Left-Turn Alternatives for Urban and Suburban Arterials—Part Two.” ITE Journal on the Web (November 1998) pp. 101–106. 77. Institute of Transportation Engineers, The Traffic Safety Toolbox: A Primer on Traffic Safety (2nd Edition), ITE, Washington, D.C. (1999). 78. Jagannathan, R., M. A. Gimbel, J. G. Bared, W. E. Hughes, B. Persuad, and C. Lyon, “Safety Comparison of New Jersey Jughandle Inter- sections and Conventional Intersections,” Transportation Research Record: Journal of the Transportation Research Board, No. 1953, Trans- portation Research Board of the National Academies, Washington, D.C. (2006) pp. 1–28. 79. Staplin, L., D. L. Harkey, K. H. Lococo, and M. S. Tarawneh, Inter- section Geometric Design and Operational Guidelines for Older Drivers and Pedestrians, Volume I: Final Report, Publication No. FHWA-RD-96-132, FHWA, McLean, VA (June 1997). 80. Rodegerdts, L. A., B. Nevers, B. Robinson, J. Ringert, P. Koonce, J. Bansen, T. Nguyen, J. McGill, D. Stewart, J. Suggett, T. Neuman, N. Antonucci, K. Hardy, and K. Courage, Signalized Intersections: Informational Guide, Publication No. FHWA-HRT-04-091, FHWA, McLean, VA (August 2004); www.tfhrc.gov/safety/pubs/04091/ 04091.pdf (as of May 5, 2008). 81. Jagannathan, R., Traffic Performance of Three Typical Designs of New Jersey Jughandle Intersections, Publication No. FHWA-HRT- 07-032, FFWA, McLean, VA (2007); www.tfhrc.gov/safety/pubs/ 07032/index.htm (as of May 5, 2008). 82. Pline, J. L., NCHRP Synthesis of Highway Practice 225: Left-Turn Treatments at Intersections, Transportation Research Board, National Research Council, Washington, D.C. (1996). 83. Najm, W. G., J. A. Koopmann, and D. L. Smith, “Analysis of Cross- ing Path Crash Countermeasure Systems,” Proceedings of the 17th International Technical Conference on the Enhanced Safety of Vehicles (Paper #378), Amsterdam, the Netherlands (June 2001) pp. 1–9; www-nrd.nhtsa.dot.gov/pdf/nrd-01/Esv/esv17/Proceed/00013.pdf (as of May 8, 2008).

84. Chovan, J. D., L. Tijerina, J. A. Pierowicz, and D. L. Hendricks, Examination of Unsignalized Intersection, Straight Crossing Path Crashes and Potential IVHS Countermeasures: Final Report, Volpe National Transportation Systems Center, Cambridge, MA (August 1994); www.itsdocs.fhwa.dot.gov/JPODOCS/REPTS_TE/7824.pdf (as of May 8, 2008). 85. Harder, K. A., J. Bloomfield, and B. J. Chihak, Reducing Crashes at Controlled Rural Intersections, University of Minnesota, Minnesota DOT, St. Paul, MN (July 2003); www.lrrb.org/pdf/200315.pdf (as of May 8, 2008). 86. Creaser, J., M. Rakauskas, N. Ward, and J. Laberge, A Simulator-Based Evaluation of Smart Infrastructure Concepts for Intersection Decision Support for Rural Thru-STOP Intersections: Report 4: Developing Intersection Decision Support Solutions, University of Minnesota, Minnesota DOT, St. Paul, MN (August 2007); www.lrrb.org/PDF/ 200731.pdf (as of May 8, 2008). 87. Rural Intersection Collision Avoidance: Toward a Multi-State Consensus on Rural Intersection Decision Support Project Home- page. www.its.umn.edu/Research/FeaturedStudies/IDS/pooledfund/ index.html (as of May 8, 2008). 88. Research and Innovative Technology Administration (RITA) ITS Homepage. www.its.dot.gov/itsnews/fact_sheets/cicas.htm (as of April 23, 2008). 89. Zwahlen, H. T., E. Oner, F. F. Badurdeen, and A. Russ, Human Factors Opportunities to Improve Ohio’s Transportation System, Ohio University, Ohio DOT, Columbus, OH (June 2005); www.dot.state. oh.us/research/2005/Traffic/134154-FR.pdf (as of May 9, 2008). 90. Institute of Transportation Engineers Technical Committee 5B-4, “Effectiveness of Median Storage and Acceleration Lanes for Left-Turning Vehicles.” ITE Journal, Vol. 55, No. 3 (March 1985) pp. 20–25. 91. Zeidan, G. R., and P. T. McCoy, “Effects of Right-Turn Lanes on Driveway Sight Distance.” Transportation Research Record 1737, Transportation Research Board, National Research Council, Wash- ington, D.C. (2000) pp. 78–83. 92. Iowa DOT, Iowa’s City and County Annual Average Daily Traffic Maps. www.iowadotmaps.com/msp/traffic/index.html. (as of May 27, 2008). 93. Neuman, T. R., NCHRP Report 279: Intersection Channelization Design Guide, Transportation Research Board, Washington, D.C. (November 1985). 94. Transportation Research Board Research in Progress (RiP) Online Database. rip.trb.org/browse/dproject.asp?n=11936 (as of May 31, 2008). 95. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Offset Left-Turn Lane Installation at the Intersection of US-421 (Carolina Beach Road) and SR-1576/1531 (River Road/ Seabreeze Road), NCDOT, Raleigh, NC (June 2006) www.ncdot.org/ doh/preconstruct/traffic/Safety/ses/projects/completed_files/docs/ SS0399204.pdf (as of June 20, 2008). 96. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Offset Left-Turn Lane Installation at the Inter- section of US-421 (Carolina Beach Road) and SR-1524 (Golden Road)/ Masonboro Commons Shopping Center, NCDOT, Raleigh, NC (June 2006) www.ncdot.org/doh/preconstruct/traffic/Safety/ses/ projects/completed_files/docs/SS0301213.pdf (as of June 20, 2008). 97. Preston, H., and C. Rasmussen, T.H. 52 (Rochester to Inver Grove Heights) Road Safety Audit, Minnesota DOT and the Department of Public Safety, St. Paul, MN (February 2003). 98. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Post Mounted “Vehicle Entering When Flashing” Signs at the Intersection of US-74/76 and SR-1800 (Blacksmith Road) Near Bolton, Columbus County, NCDOT, Raleigh, NC (August 29, 2005) www.ncdot.org/doh/preconstruct/traffic/Safety/ses/projects/ completed_files/docs/SS0695402.pdf (as of June 20, 2008). 99. North Carolina DOT Safety Evaluation Group, Spot Safety Project Evaluation of the Post Mounted “Vehicle Entering When Flashing” Signs at the Intersection of US-421 and NC-210 Near Currie, Pender County, NCDOT, Raleigh, NC (March 24, 2005) www.ncdot.org/ doh/preconstruct/traffic/Safety/ses/projects/completed_files/docs/ SS0396203.pdf (as of June 20, 2008). 155

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 650: Median Intersection Design for Rural High-Speed Divided Highways explores common safety issues at median intersections on rural divided highways, and examines innovative geometric and operational treatments for addressing those issues. The report includes ten case studies that illustrate how various treatments have been applied in the field.

Appendix A and B of Report 650 are available online.

Appendix A - Detailed Green Book Review with Comments

Appendix B - Complete Literature Review

There is a summary document, Paths to Practice, available.

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