Operating-Speed Model for Low-Speed Urban Tangent Streets Based on In-Vehicle Global Positioning System Data
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[1] Paul J Carlson,et al. DESIGN SPEED, OPERATING SPEED, AND POSTED SPEED PRACTICES , 2003 .
[2] Daniel B. Fambro,et al. Operating Speeds on Curves With and Without Spiral Transitions , 1999 .
[3] Said M. Easa,et al. PREDICTION OF OPERATING SPEED ON THREE-DIMENSIONAL HIGHWAY ALIGNMENTS , 2001 .
[4] M. N. Islam,et al. EVALUATION OF DESIGN CONSISTENCY OF TWO-LANE RURAL HIGHWAYS , 1994 .
[5] John Mclean. An alternative to the design speed concept for low speed alinement design , 1978 .
[6] Jun Wang,et al. Normal Deceleration Behavior of Passenger Vehicles at Stop Sign-Controlled Intersections Evaluated with In-Vehicle Global Positioning System Data , 2005 .
[7] Jennifer Ogle,et al. Normal Acceleration Behavior of Passenger Vehicles Starting from Rest at All-Way Stop-Controlled Intersections , 2004 .
[8] R A Krammes. Design Speed and Operating Speed in Rural Highway Alignment Design , 2000 .
[9] Abishai Polus,et al. Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways , 2000 .
[10] Douglas W Harwood,et al. Summary of Design Speed, Operating Speed, and Design Consistency Issues , 2000 .
[11] R A Krammes. INTERACTIVE HIGHWAY SAFETY DESIGN MODEL: DESIGN CONSISTENCY MODULE , 1997 .
[12] C M Poe,et al. PREDICTING OPERATING SPEEDS ON LOW-SPEED URBAN STREETS: REGRESSION AND PANEL ANALYSIS APPROACHES , 1996 .
[13] Geza Pesti,et al. Relationship of Design, Operating, and Posted Speeds on Horizontal Curves of Rural Two-Lane Highways in Nebraska , 2002 .
[14] Pedro Jose Andueza. MATHEMATICAL MODELS OF VEHICULAR SPEED ON MOUNTAIN ROADS , 2000 .
[15] R. Krammes,et al. Speed-Profile Model for a Design-Consistency Evaluation Procedure in the United States , 2000 .
[16] C M Poe,et al. INFLUENCE OF ACCESS AND LAND USE ON VEHICLE OPERATING SPEEDS ALONG LOW-SPEED URBAN STREETS , 1996 .
[17] Kay Fitzpatrick,et al. Operating Speed on Crest Vertical Curves with Limited Stopping Sight Distance , 2000 .
[18] Timothy R Neuman,et al. SAFETY AND OPERATIONAL CONSIDERATIONS FOR DESIGN OF RURAL HIGHWAY CURVES. FINAL REPORT , 1983 .
[19] Vojo S. Andjus,et al. Speeds of Cars on Horizontal Curves , 1998 .
[20] Eric T. Donnell,et al. Speed Prediction Models for Trucks on Two-Lane Rural Highways , 2001 .
[21] Ruediger Lamm,et al. COMPARISON OF OPERATING SPEEDS ON DRY AND WET PAVEMENTS OF TWO-LANE RURAL HIGHWAYS , 1990 .
[22] James A. Bonneson. Side Friction and Speed as Controls for Horizontal Curve Design , 1999 .
[23] C M Poe,et al. Analyzing Influence of Geometric Design on Operating Speeds Along Low-Speed Urban Streets: Mixed-Model Approach , 2000 .
[24] Daniel R. Jessen,et al. Operating Speed Prediction on Crest Vertical Curves of Rural Two-Lane Highways in Nebraska , 2001 .
[25] Andrew P Tarko,et al. Reconciling Speed Limits with Design Speeds , 2004 .
[26] John Golias,et al. Driver's speed behaviour on rural road curves , 1990 .
[27] Lily Elefteriadou,et al. SPEED PREDICTION FOR TWO-LANE RURAL HIGHWAYS , 2000 .
[28] Kay Fitzpatrick,et al. Operating Speed on Suburban Arterial Curves , 1997 .
[29] C J Messer,et al. HORIZONTAL ALIGNMENT DESIGN CONSISTENCY FOR RURAL TWO-LANE HIGHWAYS. FINAL REPORT , 1995 .
[30] C M Poe,et al. RELATIONSHIP OF OPERATING SPEEDS TO ROADWAY GEOMETRIC DESIGN SPEEDS , 1996 .
[31] Basil Psarianos,et al. Speed Behavior Analysis at Curved Ramp Sections of Minor Interchanges , 2001 .
[32] Nicholas J Garber,et al. FACTORS AFFECTING SPEED VARIANCE AND ITS INFLUENCE ON ACCIDENTS , 1989 .
[33] K. Fitzpatrick,et al. Design Factors That Affect Driver Speed on Suburban Streets , 2001 .