REFERENCES
AAA (American Automobile Association). (1995). Safety Effects Resulting From Approval of The National Highway System. Foundation for Traffic Safety, Bellomo-McGee, Inc., Vienna, VA.
AASHTO (American Association of State Highway and Transportation Officials). (1984). A Policy on Geometric Design of Highways and Streets. Washington, DC.
AASHTO (American Association of State Highway and Transportation Officials). (1990). A Policy on Geometric Design of Highways and Streets. Washington, DC.
AASHTO (American Association of State Highway and Transportation Officials). (1994). A Policy on Geometric Design of Highways and Streets. Washington, DC.
Adrian, W. (1963). "Uber die Sichbarkeit von Stassenverkehrs - Signalen (On the Visibility of Traffic Signals)." Lichttechnik, 15(3).
Adrian, W. (1994). "Road Reflection Properties and Their Mathematical Representation." Proceedings of the TRB Nighttime Visibility Symposium.
Agent, K.R. (1987). "Guidelines for the Use of Protected/Permissive Left-Turn Phasing." Institute of Transportation Engineers Journal, July, pp. 37-42.
Alexander, G.J. (1989). "Search and Perception-Reaction Time at Intersections and Railroad Grade Crossings." Institute of Transportation Engineers Journal, 59(11).
Alexander, G.J. and Lunenfeld, H. (1986). Driver Expectancy in Highway Design and Traffic Operations. Publication No. FHWA-TO-86-1, Federal Highway Administration, Washington, DC.
Allen, T.M. and Straub, A.L. (1955). "Sign Brightness and Legibility." Highway Research Board Bulletin, 127, pp. 1-14.
Australian Standards Association. (1978). Traffic Signal Lanterns. Standard No. 2144-1978, North Sydney, Australia.
Australian Standards Association. (1980). Traffic Signal Lanterns. Standard No. 2144-1978, Amendment No. 1, North Sydney, Australia.
Babkov, V.F. (1975). Road Conditions and Traffic Safety. Mir Publishers, Moscow, Russia.
Bailey, S.S., Jones, S.A., Stout, R.J., Bailey, J.H., Kass, S., and Morgan, B.B. (1992). "Issues of Elderly Pedestrians." Transportation Research Record, 1375.
Baldwin, D.M. (1946). The Relation of Highway Design to Traffic Accident Experience. American Association State Highway Transportation Officials, Convention Group Meeting, Washington, DC.
Bali, S., Potts, R., Fee, J.A., Taylor, J.I., and Glennon, J. (1978). Cost-Effectiveness and Safety of Alternative Roadway Delineation Treatments for Rural Two-Lane Highways. Volume II: Final Report. Publication No. FHWA-RD-78-51, Federal Highway Administration, Washington, DC.
Balogh, T. (1967). "Effect of Design Parameters, of Public Highways on Traffic Safety." Kozlekedestudomanyi, 17, pp. 394-403.
Benekohal, R.F., Resende, P., Shim, E., Michaels, R.M., and Weeks, B. (1992). Highway Operations Problems of Elderly Drivers in Illinois. Publication No. FHWA-IL-023. Illinois Department of Transportation, Springfield, IL.
Berger, C. (1943). Stroke-Width, Form and Horizontal Spacing of Numerals as Determinants of the Threshold of Recognition. Stroke-Width, Form and Horizontal Spacings of Numerals, pp. 208-231.
Billion, C.E. (1955). "Effect of Median Dividers on Driver Behavior." Highway Research Board Bulletin.
Bitzl, F. (1964). "The Safety Level of Roads." Strassenverkehrstechnik, 28.
Blaauw, G.J. (1985). "Vehicle Guidance by Delineation Systems at Night." Ergonomics, 28(12), pp. 1601-1615.
Blaauw, G.W. and Padmos, P. (1982). Nighttime Visibility of Various Types of Road Markings. A Study on Durability, Including Rain, Fog, and Dew. Society of Automotive Engineers (SAE) Technical Paper Series, Paper No. 820412.
Blackwell, H.R. (1946). "Contrast Thresholds of the Human Eye." Journal of the Optical Society of America, 36, pp. 624-643.
Blackwell, O.M. and Blackwell, H.R. (1971). "Visual Performance Data for 156 Normal Observers of Various Ages." Journal of Illuminating Engineering Society, October.
Blackwell, O.M. and Blackwell, H.R. (1974). Night Visibility under Different Systems of Fixed Roadway Lighting. A Progress Report. Transportation Research Board Special Report, 156, pp. 1-10.
Blackwell, O.M. and Blackwell, H.R. (1980). "Individual Responses to Lighting Parameters for a Population of 235 Observers of Varying Ages." Journal of Illuminating Engineering Society, July.
Blackwell, H. and Rennilson, J. (1991). "Design and Operation of a Glare Evaluation Meter." Transportation Research Record, 1316.
Blackwell, H.R. and Taylor, J.H. (1969). "Survey of Laboratory Studies of Visual Detection." NATO Seminar on Detection, Recognition, and Identification of Line-of-Sight Targets, The Hague, Netherlands.
Boisson, H. and Pages, R. (1964). "Determination du Seuil de Perception des Signaux Routiers. (Determination of the Visual Perception of Roadway Signals)." Proceedings of The Commission Internationale De L'Éclairage (CIE) 15th Session, Publication No. 11D.
Bonneson, J.A. and McCoy, P.T. (1994). "Driver Understanding of Protected and Permitted Left-Turn Signal Displays." Transportation Research Record, 1464.
Box, P. (1989). "Major Road Accident Reduction by Illumination." Transportation Research Record, 1247.
Boynton, R.M. (1967). "Visibility Losses Caused by Sudden Luminance Changes." Comte Rendu, Proceedings of The Commission Internationale De L'Éclairage (CIE) 16th Session, Volume A, pp. 171-182.
Boynton, R.M., Corwin, T.R., and Sternheim, C. (1970). "Visibility Losses Produced by Flash Adaptation." Journal of Illuminating Engineering Society, 65, pp. 259-266.
Boynton, R.M. and Miller, N.R. (1963). "Visual Performance Under Conditions of Transient Adaptation." Journal of Illuminating Engineering Society, 58, pp. 541-550.
Boynton, R.M., Rinalducci, E.J., and Sternheim, C. (1969). "Visibility Losses Produced by Transient Adaptation Changes in the Range of 0.4 to 4,000 Foot-Lamberts." Journal of Illuminating Engineering Society, 64, pp. 217-227.
Brainin, P.A. (1980). Safety and Mobility Issues in Licensing and Education of Older Drivers. Publication No. DOT-HS-805-492, National Highway Traffic Safety Administration, Washington, DC.
Bryant, J.F. and Smith, G. (1976). "The Shape of Traffic Signal Arrows." Proceedings of the Australian Road Research Board, 8(5).
Bush, R.J. (1986). Statewide Pedestrian Study Phase 3 Report - Correlation and Evaluation of Pedestrian Accident Data. Publication No. FHWA-MD-86-01, Maryland State Highway Administration, Baltimore, MD.
Butler, B.E. (1980). Soil Classification For Soil Survey. Transport and Road Research Laboratory, Oxford University Press, New York.
California Department of Public Works. (1967). Evaluation of Minor Improvements: Flashing Beacons, Safety Lighting, Left Turn Channelization.
Case, H.W., Hulbert, S., and Beers, J. (1970). Driving Ability as Affected by Age. Final Report 70-17. Institute of Transportation and Traffic Engineering, Los Angeles, CA.
Chang, M.S., Messer, C.J., and Santiago, A. (1984). "Evaluation of Engineering Factors Affecting Traffic Signal Change." Transportation Research Record, 956.
Chang, M.S., Messer, C.J., and Santiago, A. (1985). "Timing Traffic Signal Change Intervals Based on Driver Behavior." Transportation Research Record, 1027.
Choueiri, E. M. and Lamm, R. (1987). Rural Roads Speed Inconsistencies Design Methods: Part I, Operating Speeds and Accident Rates on Two-Lane Rural Highway Curved Sections. Department of Civil and Environmental Engineering, Clarkson University, NY.
Christie, A.W. and Rutley, K.S. (1961). "Relative Effectiveness of some Letter Types Designed for Use on Road Traffic Signs." Roads and Road Constructions, 39(464), pp. 9-244.
CIE (Commission Internationale De L'Éclairage). (1971). A Unified Framework of Methods for Evaluating Visual Performance Aspects of Lighting. Report 19. Paris, International Commission on Illumination.
CIE (Commission Internationale De L'Éclairage). (1980). Light Signals for Road Traffic Control. Publication Number 48.
CIE (Commission Internationale De L'Éclairage). (1981). An Analytic Model for Describing the Influence of Lighting Parameters upon Visual Performance. Report 19/2. Paris, International Commission on Illumination.
CIE (Commission Internationale De L'Éclairage). (1988). A Guide for the Design of Road Traffic Lights. Publication Number 79, 1st Edition.
CIE (Commission Internationale De L'Éclairage). (1990). Road Lighting as an Accident Countermeasure. CIE Technical Committee TC 4-02 of Division 4, Lighting and Signaling for Transport.
Cirillo, J.A. (1971). "The Relationship of Accidents to Length of Speed-Change Lanes and Weaving Area on Interstate Highway." Highway Research Record, 312.
Cirillo, J.A. and Council, F.M. (1986), "Highway Safety: Twenty Years Later." Transportation Research Circular, 1068, pp. 90-95.
Clear, R. and Berman, S. (1983). Fundamental Problems with Visual Performance Research Described in the Commission Internationale De L'Éclairage (CIE) 19/2 Report. Report for Department of Energy Contract DE-AC03-76SF00098, Berkeley, Lawrence Berkeley Laboratory.
Cole, B.L. (1966). "Distribution of Intensity for Road Traffic Signal Lights." Journal of the Australian Road Research Board, 2(10).
Cole, B.L. and Brown, B. (1966). "Optimum Intensity of Red Road-Traffic Signal Lighting for Normal and Protanopic Observers." Journal of the Optical Society of America, 56(4).
Cole, B.L. and Brown, B. (1968). "Specification of Road Traffic Signal Light Intensity." Human Factors, 10(3), pp. 245-254.
Cole, B.L., and Hughes, P.K. (1984). "A Field Trial of Attention and Search Conspicuity." Human Factors, 26(3), pp. 299-313.
Cole, B.L. and Jenkins, S.E. (1978). "Conspicuity of Traffic Control Devices." Internal Report, ARR 218-1. Australian Road Research Board, Nunawadig, Victoria.
Collins, J.J. and Hall, R.D. (1988). "Legibility and Readability of Light Reflecting Matrix Variable Message Road Signs." Lighting Research and Technology, 24(3), pp. 143-148.
Colomb, M. and Hubert, R. (1990). "Legibility of Variable Message Signs." Paper Presented at the 69th Annual Meeting of the Transportation Research Board, Washington, DC.
Colomb, M. and Michaut, G. (1986). "Retroreflective Road Signs: Visibility at Night." Transportation Research Record, 1093.
Cottrell, B.H., Jr. (1985). "Guidelines for Protected/Permissive Left-Turn Signal Phasing." Virginia Highway and Transportation Research Council, Virginia Department of Transportation, Charlottesville, VA.
Cottrell, B.H., Jr. (1987). "Evaluation of Wide Edgelines on Two-Lane Rural Roads." Transportation Research Record, 1160.
Cottrell, B.H., Jr. and Allen, G.R. (1982). "Guidelines for Exclusive/Permissive Left-Turn Signal Phasing." Virginia Highway and Transportation Research Council (Charlottesville, VA) and USDOT/FHWA.
Council, F.M., and Zeeger, C.V. (1992). Accident Analysis of Older Drivers and Pedestrians at Intersections: Task B Working Paper (unpublished).Contract No. DTFH61-91-C-00033, U.S. Department of Transportation, Federal Highway Administration.
Curtis, O., Opiela, K., and Guell, D. (1988). Signal Displays for Left-Turn Control. Working Paper. Contract No. DTFH61-85-C-00164. U.S. Department of Transportation, Federal Highway Administration. Washington, DC.
Dahlstedt, S. and Svenson, O. (1976). "Detection Distance of Retroreflective Road Signs During Night Driving." Goteborg Psychological Reports, 6(4), pp. 1-9.
Dale, C.W. (1971). Safety Improvement Projects: Summary. Federal Highway Administration, Washington, DC.
Dale, C.W. (1973). Cost-Effectiveness of Safety Improvement Projects. Federal Highway Administration, Washington, DC.
Darzentas, J., McDowell, M.R., and Cooper, D.F. (1980). "Minimum Acceptable Gaps and Conflict Involvement In a Simple Crossing Maneuver." Traffic Engineering and Control, 21(2), pp. 58-61.
Darzentas, J. and McDowell, M.R. (1981). "Driver Behavior at Unlit Non-Urban T-Junction in Daylight and Darkness." Journal of Operational Research Society.
David, N.A. and Norman, J.R. (1979). Motor Vehicle Accidents in Relation to Geometric and Traffic Features of Highway Intersections: Volume II-Research Report. Publication No. FHWA-RD-76-129, Federal Highway Administration, Washington, DC.
Deacon, J.A. (1988). "Potential Improvements in Roadway Delineation for Older Drivers." In: Transportation in an Aging Society. Transportation Research Board Special Report 218, Transportation Research Board, Washington, DC.
Diewald, W.J. (1974). "Incorporating Highway Safety into Level of Service." Journal of Transportation Engineering, 2.
Domey, R. (1968). "Predictors of Night Vision." Proceedings of the Symposium on Visibility in the Driving Task." Highway Research Board, pp. 69-74.
Donaldson, G.A. (1986). "Safety of Large Trucks and the Geometric Design of Two-Lane, Two-Way Roads." Transportation Research Record, 1052.
Dudek, C.L. and Huchingson, R.D. (1986). Manual on Real-Time Motorist Information Displays. Publication No. FHWA-IP-86-16, Federal Highway Administration, Washington, DC.
Duntley, S. (1948). "The Visibility of Distant Objects." Journal of the Optical Society of America, 38(3), pp. 237-249.
Eckhardt, P.K., and Flanagan, J.C. (1956). "Role of Roadway Elements in Pennsylvania Turnpike Accidents." Highway Research Board Bulletin.
Eisdorfer, C. (1975). "Verbal Learning and Response Time in the Aged." Journal of Genetic Psychology, 109, pp. 1
Fambro, D.B. and Woods, D.L. (1981). Safety Benefits of Left-Turn Signal Phasing Alternatives. Institute of Transportation Engineers Journal.
Fancher, P.S. (1986). "Sight Distance Problems Related to Large Trucks." Transportation Research Record, 1052.
Farber, E. (1982). "Driver Eye-Height Trends and Sight Distance on Vertical Curves." Transportation Research Record, 855.
Farber, E. and Matle, C. (1989). "PCDETECT: A Revised Version of the DETECT Seeing Distance Model." Transportation Research Record, 1213.
FHWA (Federal Highway Administration). (1966). Standard Alphabets for Highway Signs. Washington, DC.
FHWA (Federal Highway Administration). (1983). Addendum to Chapter Six of the Roadway Lighting Handbook. Addendum to Implementation Package 78-15, Washington, DC.
FHWA (Federal Highway Administration). (1983). Traffic Control Devices Handbook. Washington, DC.
FHWA (Federal Highway Administration). (1988). Manual on Uniform Traffic Control Devices for Streets and Highways. Publication No. FHWA-SA-89-006, Washington, DC.
Fisher, A. (1969a). A Photometric Specification for Vehicular Traffic Signal Lanterns, Part 1: Luminous Intesity Necessary for the Detection of Signals on the Line of Sight. Research Project 207, Department of Motor Transport, New South Wales.
Fisher, A. (1969b). A Photometric Specification for Vehicular Traffic Signal Lanterns, Part 2: Luminous Intensity Necessary for the Detection of Signals Eccentric to the Line of Sight. Research Project 207, Department of Motor Transport, New South Wales.
Fisher, A. (1971). A Photometric Specification for Vehicular Traffic Signal Lanterns, Part 3: The Necessary Limitation of Sun Phantom. Department of Motor Transport, New South Wales.
Fisher, A. and Cole, B. (1974). The Photometric Requirements of Vehicular Traffic Signal Lanterns. Paper No. A46, Australian Road Research Board Proceedings, 7(5), pp. 246-265.
Fitzpatrick, K. (1991). "Gaps Accepted at Stop-Controlled Intersections." Transportation Research Record, 1303.
Florida Section of Institute of Transportation Engineers. (1982). "Left-Turn Phase Design in Florida." Institute of Transportation Engineers Journal, 52(9), pp. 28-35.
Forbes, T.W. and Holmes, R.S. (1939). "Legibility Distances of Highway Destination Signs in Relation to Letter Height, Width, and Reflectorization." Highway Research Board, 19, pp. 321-326.
Forbes, T.W., Moscowitz, K., and Morgan, G. (1950). "A Comparison of Lower Case and Capital Letters for Highway Signs." Proceedings of the 13th Annual Meeting of the Highway Research Board, pp. 355-373.
Fredericksen, E. and Rotne, N. (1978). Calculation of Visibility in Road Lighting. Report 17 of the Danish Illuminating Engineering Laboratory.
Freedman, M., Davit, P.S., Staplin, L., and Breton, M. (1985). Traffic Signal Brightness: An Examination of Nighttime Dimming. Publication No. FHWA-RD-85-005, Federal Highway Administration, Washington, DC.
Freedman, M.L., Staplin, L., Gilfillan, D., and Brynes, A.M. (1988). Noticeability Requirements for Delineation on Non-Illuminated Highways. Publication No. FHWA-RD-88-028, Federal Highway Administration, Washington, DC.
Frick, W.A. (1968). "The Effect of Major Physical Improvements on Capacity and Safety." Traffic Engineering.
Fruin, J.J., Ketchame, B.T., and Hecht, P. (1988). "Validation of the Time-Space Corner and Crosswalk Analysis Method." Transportation Research Record, 1168.
Fukutome, I. and Moskowitz, K. (1963). "Traffic Behavior and Off-Ramp Design." Highway Research Record, 21.
Garber, N.J. and Srinivasan, R. (1991). "Risk Assessment of Elderly Drivers at Intersections: Statistical Modeling." Transportation Research Record, 1325.
Garvey, P.M. and Mace, D.J. (1996). Changeable Message Sign Visibility. Publication No. FHWA-RD-94-077, Federal Highway Administration, Washington, DC.
Garvey, P.M., Pietrucha, M.T., and Meeker, D.T. (1996). Development and Testing of a New Guide Sign Alphabet. Pennsylvania Transportation Institute Final Report No. PTI-9627. The Pennsylvania State University, University Park, PA.
Georgeson, M. and Sullivan, G. (1975). "Contrast Constancy: Deblurring in Human Vision by Spatial Frequency Channels." Journal of Physiology, 252, pp. 627-656.
Gish, K. (1990). "Model of Visual Degradation Due to Glare." Aviation, Space and Environmental Medicine, 61(5), pp. 454.
Gisler, W.L., Rowan, N.J., and Ogden, M.A. (1992). "Dynamic Lane Assignment Using Fiber-Optic Signs." Transportation Research Record, 1368.
Gittings, G.L. (1985). "Tort Liability in the Pennsylvania Department of Transportation." Proceedings of the Conference on the Effectiveness of Highway Safety Improvements, Nashville, TN.
Glennon, J.C., Neuman, T.R., and Leisch, J.E. (1985). Safety and Operational Considerations for Design of Rural Highway Curves. Publication No. FHWA-RD-86-035, Federal Highway Administration, Washington, DC.
Glennon, J.C. and Weaver, G.D. (1971). The Relationship of Vehicle Paths To Highway Curve Design. Texas Highway Department, U.S. Department of Transportation, Federal Highway Administration.
Goggin, N.L., Stelmach, G.E., and Amrhein, P.C. (1989). "Effects of Age on Motor Preparation and Restructuring." Bulletin of the Psychonomics Society, 27, pp. 199-202.
Good, M.C. (1978). "A Review of Empirical Studies of Driver-Vehicle Behavior on Road Curves." Road Curve Geometry and Driver Behavior, Special Report, 15, pp. 75-92.
Good, M.C. (1978). "Road Curve Geometry and Driver Behavior." Australian Road Research Board, Australia.
Good, M.C. and Baxter, G.H. (1986). "Evaluation of Short Range Roadway Delineation." Human Factors, 28(6).
Gordon, D.A., McGee, H.W., and Hooper, K.G. (1984). "Driver Characteristics Impacting Highway Design and Operations." Public Roads, 48(1), pp. 12-16.
Gordon, D. and Schwab, R. (1979). "The Application of Visibility Research to Roads and Highways." Public Roads, 43(1), pp. 15-22.
Gramza, K., Hall, J.A., and Sampson, W. (1980). "Effectiveness of Freeway Lighting." Publication No. FHWA-RD-79-77, Federal Highway Administration, Washington, DC.
Griffith, M. (1994). "Comparison of the Safety of Lighting Options on Urban Freeways." Public Roads, 58(2), pp. 8-15.
Gupta, R.C. and Jain, R. (1973). Effect of Certain Geometric Design Characteristics of Highways on Accident Rates for Two-Lane, Two-Way Roads in Connecticut. School of Engineering, University of Connecticut, Storrs, CT.
Habib, P.A. (1980). "Pedestrian Safety: The Hazards of Left-Turning Vehicles." Institute of Transportation Engineers Journal, 50(4), pp. 33-37.
Hagenauer, G.F., Upchurch, J., Warren, D., and Rosenbaum, M.J. (1982). "Intersections." In: Synthesis of Safety Research Related to Traffic Control and Roadway Elements, Chap. 5. Publication No. FHWA-TS-82-232. Federal Highway Administration, Washington, DC.
Hall, J.W. (1987). "Evaluation of Wide Edgelines." Transportation Research Record, 1114.
Hall, J.W., Burton, C.J., Coppage, D.G., and Dickinson, L.V. (1976). "Roadside Hazards on Nonfreeway Facilities." Transportation Research Record, 601.
Hancock, P.A., and Parasuraman, R. (1992). "Human Factors and Safety in the Design of Intelligent Vehicle-Highway Systems (IVHS)." Journal of Safety Research, 23(4), pp. 181-198.
Hanna, J.T., Flynn, T.E. and Tyler, W.K. (1976). "Characteristics of Intersection Accidents in Rural Municipalities." Transportation Research Record, 601.
Harkey, D.L., Huang, H., and Zegeer, C.V. (1995). Examination of Older Driver Problems on Freeways Using the Highway Safety Information System. Submitted to Transportation Research Board for Presentation and Publication.
Harrell, A. (1990). "Perception of Risk and Curb Standing at Street Corners by Older Pedestrians." Perceptual and Motor Skills, 70(3, pt 2), pp. 1363-1366.
Harwood, D.W. and Glennon, J.C. (1976). "Framework for Design and Operation of Passing Zones on Two-Lane Highways." Transportation Research Record, 601.
Harwood, D.W., Hoban, C.J., and Warren, D.L. (1988). "Effective Use of Passing Lanes on Two-Lane Highways." Transportation Research Record, 1195.
Harwood, D.W., Mason, J.W., Jr., Pietrucha, M.T., Brydia, R.E., Hostetter, R.S., and Gittings, G.L. (1993). Intersection Sight Distance. Interim Report. National Cooperative Highway Research Program, Project No. 15-14(1).
Harwood, D.W., Mason, J.W., Jr., Pietrucha, M.T., Brydia, R.E., Hostetter, R.S., and Gittings, G.L. (In press). Intersection Sight Distance. Final Report. National Cooperative Highway Research Program, Project No. 15-14(1).
Harwood, D.W., Pietrucha, M.T., Wooldridge, M.D., Brydia, R.E., and Fitzpatrick, K. (1995). Median Intersection Design. National Cooperative Highway Research Program, Project No. 15-14(2), Report No. 375.
Harwood, D.W., St. John, A.D., and Warren, D.L. (1985). "Operational and Safety Effectiveness of Passing Lanes on Two-Lane Highways." Transportation Research Record, 1026.
Hauer, E. (1988). "The Safety of Older Persons at Intersections." Transportation in An Aging Society, Special Report 218, 1 and 2.
Hawkins, H.G., Kacir, K.C., and Ogden, M.A. (1992). "Traffic Control Guidelines for Urban Arterial Work Zones-Volume 2." Publication No. FHWA-TX-91-1161-5, Federal Highway Administration, Washington, DC.
Haywood, J.C. (1980). "Highway Alignment and Super-elevation: Some Design-Speed Misconceptions." Transportation Research Record, 757.
Hedin, A. and Lovsund, P. (Unknown). "VII 4 Effects of Visual Field Defects on Driving." Performance, 541-547.
Hills, B.L. (1975). Some Studies of Movement Perception, Age, and Accidents. Report SR137. Department of the Environment, Transport and Road Research Laboratory, Crowthorne, England.
Hills, B.L. (1980). "Vision, Visibility, and Perception in Driving." Perception, 9, pp. 183-216.
Hodge, D.C. (1962). Legibility of a Uniform Stroke-Width Alphabet: I. Relative Visibility of Upper and Lower Case Letters. Journal of Engineering Psychology, 1, pp. 34-46.
Hoffman, M.R. (1969). Evaluation of Traffic Lane-Use Control Signs. Michigan Dept. State Highways. Report No. TSD-SS-112-69.
Hoffman, E.R. and Mortimer, R.G. (1994). "Drivers' Estimates of Time To Collision." Accident Analysis and Prevention, 26(4).
Holzmann, F.D. and Marek, M.A. (1993). "Interchange Study and Selection Process." Transportation Research Record, 1385.
Hostetter, R.S., Carter, R.G., and Dauber, G.W. (1993). Trade-off Between Delineation and Lighting on Freeway Interchanges: Investigation of Transient Visual Adaptation. Publication No. FHWA-RD-91-041, Federal Highway Administration, Washington, DC.
Hostetter, R.S., Crowley, K.W., Dauber, G.W., and Seguin, E.L. (1989). Trade-Off Between Delineation and Lighting on Freeway Interchanges. Publication No. FHWA-88-223, Federal Highway Administration, Washington, DC.
Hostetter, R.S., McGee, H.W., Crowley, K.W., Sequin, E.L., and Dauber, G.W. (1986). Improved Perception-Reaction Time Information for Intersection Sight Distance. Final Report, Publication No. FHWA-RD-87-015, Federal Highway Administration, Washington, DC.
Howett, G.L. (1983). Size of Letters Required for Visibility as a Function of Viewing Distance and Observer Visual Acuity. National Bureau of Standards, Technical Note 1180.
Hoxie, R.E. and Rubenstein, L.Z. (1994). "Are Older Pedestrians Allowed Enough Time to Cross Intersections Safely?" Journal of the American Geriatrics Society, 42(3), pp 241-244.
Hughes, P.K. and Cole, B.L. (1986). "What Attracts Attention When Driving?" Ergonomics, 29(3), pp. 377-391.
Hughes, W.E., Joshua, S. and McGee, H.W. (1992). Study Designs for Passing Sight Distance Requirements. Publication No. FHWA-RD-91-078, Federal Highway Administration, Washington, DC.
Hughes, W.E., McGee, H.W., Hussain, S., and Keegal, J. (1989). Field Evaluation of Edgeline Widths. Publication No. FHWA-RD-89-111, Federal Highway Administration, Washington, DC.
Hulbert, S., Beers, J., and Fowler, P. (1979). Motorists' Understanding of Traffic Control Devices, Test I. American Automobile Association, Foundation for Traffic Safety.
Hulscher, F.R. (1974). "Practical Implementation of Performance Objectives for Traffic Light Signals." Australian Road Research Board Proceedings, 7(5).
Hulscher, F.R. (1975). "Photometric Requirements for Long-Range Road Traffic Light Signals." Journal of the Australian Road Research Board, 5(7).
Hummer, J.E. (1989). "Supplemental Interchange Signing and Driver Control Behavior." Transportation Research Record, 1213.
Hummer, J.E., Montgomery, R.E., and Sinha, K.C. (1990). "Motorist Understanding of and Preferences for Left-Turn Signals." Transportation Research Record, 1281.
Hummer, J.E., Montgomery, R.E., and Sinha, K.C. (1991). "Guidelines for Use of Leading and Lagging Left-turn Signal Phasing." Transportation Research Record, 1324.
Hunter-Zaworski, K. (1990). "T-Intersection Simulator Performance of Drivers With Physical Limitations." Transportation Research Record, 1281.
Hutchinson, H.F. (1961). "Research on Busblinds." Design, pp. 57-58.
Hutchinson, J.W. and Kennedy, T.W. (1967). "Safety Considerations in Median Design." Highway Research Record, 162.
Illuminating Engineering Society of North America. (1983). American National Standard Practice for Roadway Lighting, Appendix D - Visibility. Report No. 8.
Inditsky, B., Boadmann, H., and Fleck, H. (1982). "Elements of Visual Performance." Lighting Research and Technology, 14(4), pp. 218-231.
Iowa Department of Transportation (1987). Older Driver Profile.
ITE (Institute of Transportation Engineers). (1980). Lane-Use Traffic Control Signal Heads.
ITE (Institute of Transportation Engineers). (1982) Transportation and Traffic Engineering Handbook. Institute of Transportation Engineers. Prentice Hall, Englewood Cliffs, NJ.
ITE (Institute of Transportation Engineers). (1984). Recommended Guidelines for Subdivision Streets- A Recommended Practice.
ITE (Institute of Transportation Engineers). (1985a). Vehicle Control Signal Heads. Standard Number ST-008B.
ITE (Institute of Transportation Engineers).(1985b). Pedestrian Traffic Control Signal Indications. Standard Number ST-011B.
ITE (Institute of Transportation Engineers). (1986). Traffic Signal Lamps. Standard Number ST-010.
ITE (Institute of Transportation Engineers).(1992). "Driver Behavior at Right-Turn-On-Red Locations." Institute of Transportation Engineers Journal, 62(4), pp. 18-20.
Jainski, P. and Schmidt-Clausen, J. (1967). "Uber den Einfluss der Schwellenleuchtdicten auf das Erkennen Farbiger Signallichter (The Effect of Intensity on the Perception of Colored Signal Lights)." Lichttechnik, 19(1).
Janoff, M.S. (1990). Review of Traffic Signal Intensity Standards, Final Report. National Cooperative Highway Research Project, Transportation Research Board, National Research Council, Washington, DC.
Janoff, M.S., Freedman, M., and Decina, L. (1982). Partial Lighting of Interchanges. National Cooperative Highway Research Project, Program Report 256, Transportation Research Board, Washington, DC.
Janoff, M., and Staplin, L. (1987). "Effect of Alternative Reduced Lighting Techniques on Hazard Detection." Transportation Research Record, 1149.
Janoff, M.S., Staplin, L., and Arens, J.B. (1986). "The Potential for Reduced Lighting on Roadways." Public Roads, 50(2).
Jenkins, S.E. (1981). "Consideration of the Effects of Background on Sign Conspicuity." Proceedings of the Australian Road Research Board, 2.
Jenkins, S.E. (1991). "Optical and Photometric Standards for Variable Message Signs." Australian Road Research Board, 216.
Jenkins, S.E. and Cole, B.L. (1986). "Daytime Conspicuity of Road Traffic Control Devices." Transportation Research Record, 1093.
Jennings, B.E. (1984). Evaluation of Rural Highway Curve Delineation Signs. (Unpublished M.S. Thesis). School of Engineering, University of Virginia, Charlottesville.
Johnson, I.R. (1984). The Effects of Roadway Delineation on Curve Delineation By Both sober and Drinking Drivers. Australian Road Research Board, 128.
Johansson, G. and Rumar, K. (1971). "Drivers' Brake Reaction Times." Human Factors, 13(1).
Johnston, A.W. (1974). An Investigation of Some Factors Which Impede the Acquisition of Visually Displayed Information. Ph.D. Thesis, University of Melbourne.
Johnston, I.R. (1982). "Modifying Driver Behavior on Rural Road Curves- A Review of Recent Research." Proceedings of the Eleventh Australian Road Research Board Conference, University of Melbourne, Australia.
Jonah, B.A. and Engel, G.R. (1983). "Measuring the Relative Risk of Pedestrian Accidents." Accident Analysis and Prevention, 15, pp. 193-206.
Joshua, S.C. and Saka, A.A. (1992). "Mitigation of Sight-Distance Problem for Unprotected Left-Turning Traffic at Intersections." Transportation Research Record, 1356.
Jouzy, N.C. and Michael, H.L. (1963). "Use and Design of Acceleration and Deceleration Lanes in Indiana." Highway Research Record, 9, pp. 25-51.
Kanelladis, G. (1991). "Aspects of Highway Super-Elevation Design." Journal of Transportation Engineering, 117(6), pp. 624-632.
Kaub, A.R. (1990). "Passing Operations on a Recreational Two-Lane, Two-Way Highway." Transportation Research Record, 1280.
Keck, M. (1989). "Effect of Luminaire Arrangement on Object Visibility." Transportation Research Record, 1247.
Keller, J.A. (1993). "Interchange Ramp Geometrics - Alignment and Super-Elevation Design." Transportation Research Record, 1385.
Kelly, D. (1984). " Retinal Inhomogeneity. Part I. Spatiotemporal Contrast Sensitivity." Journal of the Optical Society of America, 1(1), pp. 107-113.
Kerr, J., Snelgar, R., Jordan, T., Emmerson, P and Linfield, P. (1987). "Optimum Display Factors for Light Emitting Variable Message Signs." Proceedings of the Vision in Vehicles Conference II, pp. 277-288.
Kettelson, W.K. and Vandehey, M.A. (1991). "Delay Effects on Driver Gap Acceptance Characteristics at Two-Way Stop-Controlled Intersections." Transportation Research Record, 1320.
Ketvirtis, A. and Cooper, P. (1975). Highway Lighting Design for Improved Safety and Reduced Energy Consumption. Unknown Source.
Ketvirtis, A., Moonah, S. (1995). An Effective Use of Composite Photometry in High Mast Lighting Applications. 74th Annual Meeting, Transportation Research Board, Paper No. 950051.
Khasnabis, S. (1986). "Operational and Safety Problems of Trucks in No-Passing Zones on Two-Lane Highways." Transportation Research Record, 1052.
Khasnabis, S., Zegeer, C.V., and Cynecki, M.J. (1982). "Effect of Pedestrian Signals on Safety, Operations, and Pedestrian Behavior--Literature Review." Transportation Research Record, 847.
Khasnabis, S. and Tad, R.R. (1983). "A Reevaluation of Crest Vertical Curve Length Requirements." Transportation Quarterly, 37(4), pp. 567-582.
Khavanin, M.R. and Schwab, R.N. (1976). "Traffic Sign Legibility and Conspicuity for the Older Drivers." Institute of Transportation Engineers Annual Meeting.
Khisty, C.J. (1990). "Non-Euclidean Metrics In Nonmotorized Transportation." Transportation Research Record, 1281.
Kihlberg, K.K. and Tharp, K.J. (1968). Accident Rates as Related to Design Elements of Rural Highways. National Cooperative Highway Research Program, Report No. 47.
King, G.F. (1986a). "Driver Attitudes Concerning Aspects of Highway Navigation." Transportation Research Record, 1093.
King, G.F. (1986b). "Driver Performance in Highway Navigation Tasks." Transportation Research Record, 1093.
Knoblauch, R., Nitzburg, Dewar, R., Templer, and Pietrucha, M. (1995). Older Pedestrian Characteristics for Use in Highway Design. Publication No. FHWA-RD-93-177, Federal Highway Administration, Washington, DC.
Knoblauch, R., Nitzburg, M., Reinfurt, D., Council, F., Zegeer, C., and Popkin, C. (1995). Traffic Operations Control for Older Drivers. Publication No. FHWA-RD-94-119, U.S. Department of Transportation, Federal Highway Administration, Washington, DC.
Koepke, F.J. (1993). "Ramp Exit/Entrance Design-Taper Versus Parallel and Critical Dimensions." Transportation Research Record, 1385.
Korteling, J.E. (1990). "Perception-Response Speed and Driving Capabilities of Brain-Damaged and Older Drivers." Human Factors, 32(1).
Korteling, J. (1994). "Effects of Aging, Skill Modification, and Demand Alternation on Multiple-Task Performance." Human Factors, 36(1), pp. 27-43.
Kostyniuk, L.P. and Cleveland, D.E. (1986). "Sight Distance, Signing, and Safety on Vertical Curves." Institute of Transportation Engineers Journal, 56(5), pp. 25-28.
Krebs, H.G. and Kloeckner, J.H. (1977). "Investigation of the Effects of Highway and Traffic Conditions Outside Built-Up Areas on Accident Rates." Forschung Strassenbau und Strassenverkehrstechnik, 223.
Kuemmel, D.A. (1992). "Maximizing Legibility of Traffic Signs in Construction Work Zones." Transportation Research Record, 1352.
Kunze, U. (1976). Sight Distance and Cross Section as Influence Parameters of the Accident Situation. University of Karlsruhe, Germany.
Kyte, M. et al. (1995). Capacity Analysis of Unsignalized Intersections. National Cooperative Highway Research Program, Project 3-46, Draft Final Report.
Lauer, A.R. (1947). "Certain Structural Components of Letters for Improving the Efficiency of the Stop Sign." Highway Research Board Proceedings, 27, pp. 360-371.
Lee, D.N. (1976). "A Theory of Visual Control of Braking Based on Information About Time-to-Collision." Perception, 5, pp. 437-459.
Lefeve, B.A. (1953). "Speed Characteristics on Vertical Curves." Highway Research Board Proceedings, 32, pp. 395-413.
Leibowitz, H.W. (1985). "Grade Crossing Accidents and Human Factors Engineering." American Scientist, 73(6), pp. 558-562.
Leisch, J.E. (1971). Alignment. In. Traffic Control and Roadway Elements: Their Relationship to Highway Safety. (rev. ed.), Highway Users Federation for Safety and Mobility, Washington, DC.
Leisch, J.E. (1977). "Dynamics of Highway Design For Safety." Transportation, 6(1), pp. 71-83.
Leisch, J.P. (1993). "Freeway and Interchange Design: A Historical Perspective." Transportation Research Record, 1385.
Leisch, J.P. (1993). "Operational Considerations for Systems of Interchanges." Transportation Research Record, 1385.
Lerner, N.D. (1991). Older Driver Perception-Reaction Time and Sight Distance Design Criteria. Institute of Transportation Engineers Compendium of Technical Papers.
Lerner, N.D., Huey, R.W., McGee, H.W., and Sullivan, A. (1995). Older Driver Perception-Reaction Time for Intersection Sight Distance and Object Detection. Volume I: Final Report. Publication No. FHWA-RD-93-168, Federal Highway Administration, Washington, DC.
Lerner, N.D., Morrison, N.L., and Ratte, D.J. (1990). Older Driver Perceptions of Problems in Freeway Use. American Automobile Association, Foundation for Traffic Safety, COMSIS.
Lerner, N.D. and Ratté, D.J. (1991). "Problems in Freeway Use as Seen by Older Drivers." Transportation Research Record, 1325.
Lerner, N. and Sedney, C.A. (1988). "Some Observations on Older Driver Behavior." Paper Presented at the January 1988 Annual Meeting, Transportation Research Board, Washington, DC.
Lewin, I. (1996). "On the Road Again." Lighting Design and Application, pp. 66-70.
Lindley, J.A. (1985). "Methodology for Evaluation the Feasibility of Grade-Separated Pedestrian Crossings." Transportation Research Record, 1059.
Lipinski, M.E. and Wortman, R.H. (1976). "Effect of Illumination on Rural At-Grade Intersection Accidents (Abridgment)." Transportation Research Record, 611.
Livneh, M., Polus, A., and Factor, J. (1988). "Vehicle Behavior on Deceleration Lanes." Journal of Transportation Engineering, 114, pp. 706-717.
Lum, H.S. and Hughes, W.E. (1990). "Edgeline Widths and Traffic Accidents." Public Roads, 54(1).
Lundy, R.A. (1967). "The Effect of Ramp Type and Geometry on Accidents." Highway Research Record, 163, pp. 80-117.
Lunenfeld, H. (1977). "A Human Factors Assessment of Decreased Traffic Signal Brightness." Public Roads, 41(3).
Lunenfeld, H. (1993). "Human Factors Associated with Interchange Design Features." Transportation Research Record, 1385.
Lyles, R.W. (1981). Comparison of Signs and Markings For Passing/No-Passing Zones. Executive Summary. Publication No. FHWA-RD-81-94, Federal Highway Administration, Washington, DC.
Lyles, R.W. (1993). Improved Traffic Control Design and Placement to Aid the Older Driver. National Cooperative Highway Research Program, Interim Report, Michigan State University, East Lansing, MI.
Mace, D.J. (1988). "Sign Legibility and Conspicuity." Transportation in an Aging Society Improving Mobility and Safety for Older Persons, 2, pp. 270-293.
Mace, D. (1994). Relative Visibility of Increased Legend Size vs. Brighter Materials. The Last Resource, Inc.
Mace, D.J., Garvey, P.M., and Heckard, R.F. (1994). Relative Visibility of Increased Legend Size vs. Brighter Materials for Traffic Signs. Publication No. FHWA-RD-94-035. Federal Highway Administration, Washington, DC.
Mace, D.J., Hostetter, R.S, Pollack, L.E., and Sweig, W.D. (1986). Minimal Luminance Requirement for Official Highway Signs. Publication No. FHWA-RD-81-158, Federal Highway Administration, Washington, DC.
Mace, D.J., King, R.B., and Dauber, G.W. (1984). Sign Luminance Requirements for Various Background Complexities. Publication No. Report FHWA-RD-85-056, Federal Highway Administration, Washington, DC.
Mace, D.J., Perchonok, K. and Pollack, L. (1982). Traffic Signs in Complex Visual Environments. Publication No. FHWA-RD-82-102, Federal Highway Administration, Washington, DC.
Mace, D.J. and Pollack, L. (1983). "Visual Complexity and Sign Brightness in Detection and Recognition of Traffic Signs." Transportation Research Record, 904
Mahalel, D. and Zaidel, D.M. (1985). "Safety Evaluation of a Flashing Green Light in a Traffic Signal." Traffic Engineering and Control, 26(2), pp. 79-81.
Massie, D., and Campbell, K. (1993). Analysis of Accident Rates by Age, Gender, and Time of Day Based on the 1990 Nationwide Personal Transportation Survey. Publication No. UMTRI-93-7. The University of Michigan Transportation Research Institute.
Mathey, F.J. (1983). "Attitudes and Behavior of Elderly Pedestrians." International Journal of Aging and Human Development, 17, pp. 25-28.
Matle, C. and Bhise, V. (1984). User's Manual for the Visibility Distance and Glare Prediction Model (DETECT). Ford Motor Company, Automotive Safety Office.
Matthais, J.S. and Upchurch, J.E. (1985). Left-Turn Warrants for Arizona. Prepared for Arizona Department of Transportation.
McCoy, P.T., Ashman, R.D., and Foster, B.G. (1991). Strategies for Improving the Safety of Elderly Drivers. First Year Report of a Two-Year Study. Institute of Transportation Engineers, Compendium of Technical Papers.
McCoy, P.T., Navarro, U.R., and Witt, W.E. (1992). "Guidelines for Offsetting Opposing Left-Turn Lanes on Four-Lane Divided Roadways." Transportation Research Record, 1356.
McDonald, L.B. and Ellis, N.C. (1975). "Driver Work Load for Various Turn Radii and Speeds." Transportation Research Record, 530.
McFarland, W.F., Griffin, L.I., Rollins, J.B., Stockton, W.R., Phillips, D.T., and Dudek, C.L. (1979). Assessment of Techniques for Cost-Effectiveness of Highway Accident Countermeasures. Publication No. FHWA-RD-79-53, Texas Transportation Institute, Texas A&M University, College Station, TX.
McFarland, R., Warren, B., and Karis, C. (1958). "Alterations in Critical Flicker Frequency as a Function of Age and Light:Dark Ratio." Journal of Experimental Psychology, 56(6).
McGee, H.W. and Hooper, K.G. (1983). Highway Design and Operations Affected by Driver Characteristics. Final Report, Publication No. FHWA-RD-83-015, Federal Highway Administration, Washington, DC.
McKelvey, F. and Stamatiadis, N. (1988). Accidents and the Older Driver at Signalized and Non-Signalized Intersections. Michigan State University, College of Engineering, East Lansing, MI.
McLean, J. (1981). "Driver Speed Behavior and Rural Road Alignment Design." Traffic Engineering and Control, 22(4), pp. 208-211.
McPherson, K., Ostrow, A.C., and Shaffron, P. (1988). Physical fitness and the aging Driver-Phase I. American Automobile Association, Foundation for Traffic Safety, Falls Church, VA.
Menard, J. and Cariou, J. (1994). "Road Lighting: Assessment of an Installation Based on the Contrast of a Standard Target." Lighting Research and Technology, 26(1), pp. 19-22.
Messer, C.J., Mounce, J.M., and Brackett, R.Q. (1981). Highway Geometric Design Consistency Related To Driver Expectancy. Publication No. FHWA-RD-81-035, Federal Highway Administration., Washington, DC.
Michaels, R.M. and Fazio, J. (1989). "Driver Behavior Model of Merging." Transportation Research Record, 1213.
Michigan Department of Transportation. (1994). Michigan Manual of Uniform Traffic Control Devices. Michigan Department of Transportation.
Micsky, R.J. (1993). Intersection Sight Distance Requirements for Vehicles Turning Left Off Major Highways. M.S. Thesis, Pennsylvania State University.
Mitchell, M. (1972). "Identifying and Improving High Accident Locations." Public Works.
Morrall, J.F. and Hoban, C.J. (1985). "Design Guidelines for Overtaking Lanes." Traffic Engineering and Control, 26(10), pp. 476-484
Mortimer, R.G. (1988). "Headlamp Performance Factors Affecting the Visibility of Older Drivers in Night Driving." Transportation Research Board Special Report, 218.
Mullen, B. and Rosenthal, R. (1985). Basic Meta-Analysis: Procedures and Programs. Lawrence Erlbaum Associates. Hillsdale, NJ.
Mullins, B. and Keese, C. (1961). "Freeway Traffic Accident Analysis and Safety Study." Highway Research Board Bulletin, 291.
Mussa, R. Newton, C., Matthias, J., Sadalla, E. and Burns, E. (1996). Simulator Evaluation of Flashing Amber/Green Signal Phasing. Preprint No. 960231, Transportation Research Board 75th Annual Meeting, Washington, DC.
National Bureau of Standards. (1967). Colors of Signal Lights, Their Selection, Definition, Measurement, Production, and Use. NBS Monograph No. 75.
Nelson, T.M., Evelyn, B., and Taylor, R. (1993). "Experimental Intercomparisons of Younger and Older Driver Perceptions." International Journal of Aging and Human Development, 36.
Neuman, T.R. (1989). "New Approach to Design for Stopping Sight Distance." Transportation Research Record, 1208.
Neuman, T.R. (1992). "Chapter 6: Roadway Geometric Design." In: Pline, J.L. (Eds). Traffic Engineering Handbook, Fourth Edition. Institute of Traffic Engineers. Prentice Hall, Englewood Cliffs, NJ.
Neuman, T.R. (1993). "Roadway Geometric Design." Traffic Engineering Handbook, Prentice Hall, NY.
NHTSA (National Highway Traffic Safety Administration). (1993). Addressing the Safety Issues Related to Younger and Older Drivers. A Report to Congress, January 19, National Highway Traffic Safety Administration, Washington, DC.
NHTSA (National Highway Traffic Safety Administration). (1987). Fatal Accident Reporting System, 1985. Publication No. DOT-HS-807 071, U.S. Department of Transportation, National Highway Traffic Safety Administration, Washington, DC.
Niessner, C.W. (1984). Raised Pavement Markers at Hazardous Locations. Publication No. FHWA-TS-84-215, Federal Highway Administration, Washington, DC.
Nilsson, G. (1975). Prediction Model for Traffic Accidents. Report 4.1.2.1, 15th World Road Congress, PIARC.
Noel, E.C., Gerbig, J. and Lakew, M. (1982). Evaluation of the Left Turn Red Arrow. Publication No. FHWA-RD-82-51, Federal Highway Administration, Washington, DC.
Normann, O.K. (1953). "Braking Distances of Vehicles from High Speeds," Proceedings of the Highway Research Board, 22, Highway Research Board, Washington, DC.
Odescalchi, P. (1965). "Conspicuity of Signs in Rural Surroundings." Traffic Engineering and Control, 2(7), pp. 390-397.
Odle, H. (1989). "Effects of Asymmetric Distributions on Roadway Luminance." Transportation Research Record, 1247.
Ohene, F.A. and Ardekani, S.A. (1988). "Minimum Passing Sight Distance for Completing or Aborting the Passing Maneuver." Institute of Traffic Engineers Journal, 58(7).
Oliver, M.B. (1989). "Guidelines for Audible Pedestrian Signals." Public Roads, 53(2) pp. 33-38.
Olson, P.L., Battle, D.S., and Aoki, T. (1989). The Detection Distance of Highway Signs as a Function of Color and Photometric Properties. University of Michigan Transportation Research Institute.
Olson, P.L. and Bernstein, A. (1979). "The Nighttime Legibility of Highway Signs as a Function of Their Luminance Characteristics." Human Factors, 21, pp. 145-160.
Olson, P.L. and Sivak, M. (1983). "Comparison of Headlamp Visibility Distance and Stopping Distance." Perceptual and Motor Skills, 57.
Olson, P.L., Sivak, M., and Egan, J.C. (1983). Variables Influencing the Nighttime Legibility of Highway Signs. Publication No. UMTRI-83-36, University of Michigan Transportation Research Institute, pp. 1-149.
Oppenlander, J.C. and Dawson, R.F. (1970). "Traffic Control and Roadway Elements-Their Relationship to Highway Safety." Revised, Chapter 9 - Interchanges.
Owens, D.A. and Sivak, M. (1993). The Role of Reduced Visibility in Nighttime Road Fatalities. Publication No. UMTRI-93-33, The University of Michigan Transportation Research Institute.
Owsley, C., Sekuler, R., and Siemsen, D. (1983). "Contrast Sensitivity Throughout Adulthood." Vision Research, 23(7), pp. 689-699.
Oyama, T. (1987). "Perception Studies and Their Application to Environmental Design." International Journal of Psychology, 2(4).
Padmos, P., van der Brink, T., Alferdinck, W. and Folles, E. (1987). "Matrix Signs for Motorways: System Design and Optimum Light Intensity." Proceedings of the Vision in Vehicles Conference II.
Parsonson, P.S. (1992). "Signal Timing Improvement Practices." National Cooperative Highway Research Program, Synthesis of Highway Practice, 172.
Perchonok, K. and Pollack, L. (1981). Luminous Requirements for Traffic Signs. A Comparison of Sign Performance and Requirements. Federal Highway Administration, Interim Report No., F, 1-37.
Pietrucha, M., Hostetter, R., Staplin, L., and Obermeyer, M. (1994). Pavement Markings and Delineation for Older Drivers. Publication No. FHWA-RD-94-145, Federal Highway Administration, Washington, DC.
Richards, S.H. (1979). "The Effects of Reducing Continuous Roadway Lighting to Conserve Energy--A Case Study." Safe Journal, 9(1).
Pivnik, S. I. (1994). Oral Presentation at the Highway and Traffic Engineering Workshop, Elderly Mobility Conference, October 6, Novi Michigan. Conference Sponsored by the Southeastern Michigan Council of Governments.
Planek, T.W. and Overend, R.B. (1973). "Profile of the Aging Driver." Traffic Safety, 3(1), p 9.
Ranney, T.A. and Pulling, N.H. (1990). "Performance Difference On Driving and Laboratory Tasks Between Drivers of Different Ages." Transportation Research Record, 1281.
Rea, M. (1989). "Visibility Criteria and Application Techniques for Roadway Lighting." Transportation Research Record, 1247.
Reilly, W.R., Pfefer, R.C., Michaels, R.M., Polus, A., and Schoen, J.M. (1989). Speed Change Lanes - Final Report. National Cooperative Highway Research Program, Report 3-35.
Rinalducci, E., and Beare, A. (1974). "Visibility Losses Caused by Transient Adaptation at Low Luminance Levels." Transportation Research Board, Special Report No. 156, pp. 11-22.
Roberts, J. (1968). "Monocular-Binocular Visual Acuity of Adults." Vital and Health Statistics, 11, pp. 1-30.
Robinson, G.H., Erickson, D.J., Thurston, G.L. and Clark, R.L. (1972). "Visual Search By Automobile Drivers." Human Factors, 14(4), pp. 315-323.
Rockwell, T.H. and Smith, G.L. (1985). Recommended Delineation Treatments at Selected Situations on Rural state Highways, Part 2: Effects of Delineation Treatment on Curve Detection Distances Under Simulated Rural Nighttime Driving Conditions. Ohio State University, Columbus, OH.
Roper, V.J. and Howard, E.A. (1938). "Seeing with Motor Car Headlamps." Transaction of the Illuminating Engineering Society, 33(5), pp. 417-438.
Roszell, B.J. and Braaksma, J.P. (1980). "Causes of Variation in Automobile Speed Along A Parkway." Transportation Research Record, 782.
Rutley, K.S. and Christie, A.W. (1966). "A Comparison of Ten Varieties of Traffic Signal Filter Arrow." Road Research Laboratory, 33.
Rutley, K.S., Christie, A.W., and Fisher, A. (1965). "Photometric Requirements for Traffic Signals." Road Research Laboratories, 1.
SAE (Society of Automotive Engineers). (1978). Color Specification for Electric Signal Lighting Devices. SAE Standard No. J578d,
Schwab, R.N. and Capelle, D.G. (1979). "Is Delineation Needed?" Public Roads, 43(3).
Shepard, F. D. (1987). Sign Legibility for Modified Messages. Publication No. VTRC-87-R33, Virginia Transportation Research Council.
Sheridan, T.B. (1991). Human Factors of Driver-Vehicle Interaction in the IVHS Environment. Publication No. NHTSA/MIT, DOT-HS-807-737, National Highway Traffic Safety Administration, Department of Transportation, Washington, DC.
Shiffrin, R.M. and Schneider, W. (1977). "Controlled and Automatic Human Information Processing: II. Perceptual Learning, Automatic, Attending, and a General Theory." Psychological Review, 8, pp. 127-190.
Silyanov, V.V. (1973). "Comparison of the Pattern of Accident Rates on Roads of Different Countries." Traffic Engineering and Control, pp. 432-435.
Sivak, M. (1987). "Human Factors and Road Safety." Applied Ergonomics, 18(4).
Sivak, M. and Olson, P.L. (1985). "Optical and Minimal Luminance Characteristics for Retroreflective Highway Signs." Transportation Research Record, 1027.
Smith, G. and Weir, R. (1975) "Visibility Studies of Symbols Used For Traffic and Pedestrian Control Lanterns." Australian Road Research Board, 38.
Solomon, D. (1956). "The Effects of Letter Width and Spacing on Night Legibility of Highway Signs." Highway Research Board Proceedings.
Sonefeld, O.F. (1980). "Railroad-Highway Grade Crossings: Not Just an Engineering Problem." Transportation Research News, 91, pp. 7-9.
Stamatiadis, N., Taylor, W.C., and McKelvey, F.X. (1991). Elderly Drivers and Intersection Accidents. Transportation Quarterly, 45(3), pp 377-390.
Staplin, L. and Fisk, A. (1991). "A Cognitive Engineering Approach to Improving Signalized Left Turn Intersections." Human Factors, 33(5), pp. 559-571.
Staplin, L., Harkey, D., Lococo, K., and Tarawneh, M. (1996). Intersection Geometric Design for Older Drivers and Pedestrians. U.S. Department of Transportation, Federal Highway Administration, Washington, DC.
Staplin, L., Janoff, M., and Decina, L. (1985). Reduced Lighting on Freeways During Periods of Low Traffic Density. Publication No. FHWA-RD-86-018, Federal Highway Administration, Washington, DC.
Staplin, L., Lococo, K., and Sim, J. (1990). Traffic Control Design Elements for Accommodating Drivers with Diminished Capacity. Publication No. FHWA-RD-90-055, Federal Highway Administration, Washington, DC.
Staplin, L., Lococo, K. and Sim, J. (1993) Traffic Maneuver Problems of Older Drivers. Publication No. FHWA-RD-92-092, U.S. Department of Transportation, Federal Highway Administration, Washington, DC.
Stark, R.E. (1992). "Chapter 10: Roadway Lighting." In: Pline, J.L. (ed). Traffic Engineering Handbook, Fourth Edition. Institute of Traffic Engineers, Prentice Hall, Englewood Cliffs, New Jersey.
Stelmach, G.E., Goggin, N.L. and Garcia-Colera, A. (1987). "Movement Specification Time with Age." Experimental Aging Research, 13, pp. 39-46.
Stimpson, W.A., Zador, P.L., and Tarnoff, P.J. (1980). "The Influence of the Time Duration of Yellow Traffic Signals on Driver Response." Institute of Transportation Engineers Journal.
Stockton, W.R. and Dudek, C.L. (1977). "Legibility of A Lamp Matrix Sign." Abridgment. Transportation Research Record, 683.
Taoka, G.T. (1989). "An Analytical Model for Driver Response." Transportation Research Record, 1213.
Taoka, G.T. (1991). "Distribution of Driver Spare Glance Durations." Transportation Research Record, 1318.
Tarawneh, M.S. (1991). Elderly Driver's Perception-Reaction Time In Response to Traffic Signals. Department of Civil Engineering, University of Nebraska-Lincoln, Lincoln, NE.
Taylor, J.I. and McGee, H.W. (1973). Improving Traffic Operations and Safety at Exit Gore Areas. National Cooperative Highway Research Program, Report, 145.
Thompson, H.T. and Perkins, D.D. (1983). "Surrogate Measures for Accident Experience At Rural Isolated Horizontal Curves." Transportation Research Record, 905.
Tobey et. al. (1983). Pedestrian Trip Making Characteristics and Exposure Measures. Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
Transportation Research Circular. (1991) Research Problem Statement Impact of Aging Driver Population on Geometric Design. Transportation Research Board.
Transportation Research Board. (1985). Highway Capacity Manual. Transportation Research Board Special Report 209, Third Edition, Washington, DC.
Transportation Research Board. (1988). Transportation in an Aging Society, Special Report 218, Volumes 1 and 2, Washington, DC.
Transportation Research Board. (1994). Highway Capacity Manual. Transportation Research Board Special Report 209, Third Edition, Washington, DC.
Upchurch, J. (1991). "Comparison of Left-Turn Accident Rates for Different Types of Left-Turn Phasing." Transportation Research Record, 1324, pp. 33-40.
Upchurch, J., Baaj, H., Armstrong, J. and Thomas, G. (1991). Evaluation of Variable Message Signs. Arizona State University.
Uslan, M.M., Peck, A.F., and Waddell, W. (1988). "Audible Traffic Signals: How Useful Are They?" Institute of Transportation Engineers Journal, 58(9), pp. 37-43.
Vallette, G.R. and McDivitt, J.A. (1981). Pedestrian Safety Programs- A Review of the Literature and Operational Experience. Publication No. FHWA-RD-80-190, Federal Highway Administration, Washington, DC.
Van Nes, F., Koenderink, J., Nas, H., and Bouman, M. (1967). "Spatiotemporal Modulation Transfer Function of the Human Eye." Journal of the Optical Society of America, 57(9), pp. 1082-1088.
Van Houten, R. and Malenfant, L. (1995). "Increasing Pedestrian Observing Behavior at Signalized Intersections to Reduce the Threat Posed by Turning Vehicles." Presentation to Session 2: Pedestrian Heads and Other Intersection Design Details, at the 74th Annual Meeting of the Transportation Research Board, Washington, DC.
Van Houten, R., Malenfant, J., and Van Houten, J. (1996). "Auditory Pedestrian Signals Increase Pedestrian Observing Behavior and Reduce Conflicts at a Signalized Intersection." Paper No. 961191, Presented at the 75th Annual Meeting of the Transportation Research Board, Washington, DC.
Virginia HRC Report (1971). A Theory of Driver Motivation/Traffic Safety Views of Older Drivers. Publication No. VHRC 70-R46, Virginia Highway Research Council.
Walker, J., Alicandri, E., Sedney, C. and Roberts, K. (1990). In-Vehicle Navigation Devices: Effects on The Safety of Driver Performance. Publication No. FHWA-RD-90-053, Federal Highway Administration, Washington, DC.
Walker, F.W. and Roberts, S.E. (1976). "Influence of Lighting on Accident Frequency at Highway Intersections." Transportation Research Record, 562, pp. 73-78.
Weaver, G.D. and Glennon, J.C. (1972). "Design and Striping For Safe Passing Operations." Highway Research Record, 390, pp. 36-39.
Wenger, M.J., Spyridakis, J.H., Haselkorn, M.P., Barfield, W., and Conquest, L. (1990). "Motorist Behavior and the Design of Motorist Information Systems." Transportation Research Record, 1281.
White, M.E. and Jeffery, D.J. (1980). Some Aspects of Motorway Traffic Behavior in Fog. Transport and Road Research Laboratory, Berkshire, England.
Wigglesworth, E.C. (1976), Human Factors in Road-Rail Crossing Accidents. Ministry of Transport, Victoria, Australia.
Williams, C., Ardekani, S., and Asante, S. (1992). "Motorist Understanding of Left-Turn Signal Indications and Auxiliary Signs" Transportation Research Record, 1376.
Wilshire, R.L. (1992). "Chapter 9: Traffic Signals." In: Traffic Engineering Handbook, Fourth Edition. James L. Pline, Editor. Institute of Transportation Engineers. Prentice Hall, New Jersey.
Wilson, D.G. (1980). The Effects of Installing an Audible Signal for Pedestrians at a Light-Controlled Junction. Report No. LR 917 Monograph HS-030 085, Transport and Road Research Laboratory,Crowthorne, Berkshire, England.
Winter, D. (1985). "Learning and Motivational Characteristics of Older People Pertaining to Traffic Safety." In Proceedings of the Older Driver Colloquium. Washington, DC.
Woltman, H.L. and Szczech, T.J. (1989). Sign Luminance as A Methodology for Matching Driver Needs, Roadway Variables, and Signing Materials. Transportation Research Record, 1213.
Wortman, R.H. (1972). Development of Warrants for Rural At-Grade Intersection Illumination. Interim Report. University of Illinois, Project 1HR-001.
Wortman, R.H. and Matthias, J.S. (1983). "Evaluation of Driver Behavior at Signalized Intersections." Transportation Research Record, 904.
Wright, M., and Johnston, A. (1983) "Spatiotemporal Contrast Sensitivity and Visual Field Locus." Vision Research, 23(10), pp. 983-989.
Wright, P.H. (1983). "Low Cost Countermeasures for Ameliorating Run-Off-The-Road Crashes." Transportation Research Record, 926.
Wright, P.H. and Robertson, L.S. (1979). "Amelioration of Roadside Obstacle Crashes." Journal of Transportation Engineering, 105(6), pp. 609-622.
Yee, D. (1985). A Survey of the Traffic Safety Needs and Problems of Drivers Age 55 and Over. Needs and Problems of Older Drivers: Survey Results and Recommendations, American Automobile Association, Foundation for Traffic Safety, Falls Church, VA.
Zador, P.L., Stein, H., Shapiro, S., and Tarnoff, P.J. (1985). "Effect of Signal Timing on Traffic Flow and Crashes at Signalized Intersections." Transportation Research Record, 1010.
Zador, P.L., Stein, H., Wright, P. and Hall, J. (1986). Effects of Chevrons, Post-Mounted Delineators, and Raised Pavement Markers on Driver Behavior at Roadway Curves. Insurance Institute for Highway Safety, Washington, DC.
Zegeer, C.V. and Cynecki, M.J. (1986). "Evaluation of Countermeasures Related to RTOR Accidents that Involve Pedestrians." Transportation Research Record, 1059.
Zegeer, C.V., Deen, R.C., and Mayes, J.G. (1981). "Effect of Lane and Shoulder Widths on Accident Reduction on Rural, Two-Lane Roads." Transportation Research Record, 806.
Zeeger, C.V., Hummer, J., Reinfurt, D., Herf, L., and Hunter, W. (1987). Safety Effects of Cross-Section Design for Two-Lane Roads, Volumes I and II. Federal Highway Administration, Publication No. FHWA-RD-87-008, Washington, DC.
Zegeer, C.V., Opiela, K.S. and Cynecki, J.J. (1982). "Effect of Pedestrian Signals and Signal Timing on Pedestrian Accidents." Transportation Research Record, 847.
Zegeer, C., Stewart, R., Council, F.M., Reinfurt, D.W., and Hamilton, E. (1992). "Safety Effects of Geometric Improvements on Horizontal Curves." Transportation Research Record, 1356.
Zegeer, C., Stewart, R., Reinfurt, D., Council, F.M., Neuman, T., Hamilton, E., Miller, T., and Hunter, W. (1990). Cost Effective Geometric Improvements For Safety Upgrading of Horizontal Curves. Publication No. FHWA-RD-90-021, University of North Carolina, Highway Safety Research Center, Chapel Hill, NC.
Zegeer, C.V., Stutts, J.C., Huang, H., Zhou, M., and Rodgman, E. (1993). "Analysis of Elderly Pedestrian Accidents and Recommended Countermesures." Transportation Research Record, 1405.
Zegeer, C. and Zegeer, S. (1988). Pedestrians and Traffic Control Measures, Synthesis of Highway Practices. No. 139, Transportation Research Board, Washington, DC.
Zwahlen, H.T. (1988). "STOP AHEAD and STOP Signs and their Effect on Driver Eye Scanning and Driving Performance." Transportation Research Record, 1168.
Zwahlen, H.T. (1989). "Conspicuity of Suprathreshold Reflective Targets in a Driver's Peripheral Visual Field at Night." Transportation Research Record, 1213.