论文信息 - Saturation Flow Rates and Maximum Critical Lane Volumes for Planning Applications in Maryland

Saturation Flow Rates and Maximum Critical Lane Volumes for Planning Applications in Maryland

This paper illustrates the field measurements of saturation flow headways and start-up lost times at 11 representative intersections in the state of Maryland. Based on those empirical results, this study has recommended two possible saturation flow rates and a maximum critical lane volume for use in intersection planning analysis that needs to reflect, to the extent possible, the behavior of Maryland’s driving population.

Gang-Len Chang | Jenish Joseph

[1] James A. Bonneson. Lane Volume and Saturation Flow Rate for Multilane Intersection Approach , 1998 .

[2] R Akcelik,et al. Traffic signals: new techniques for capacity and timing analysis , 1981 .

[3] R W Stokes,et al. SATURATION FLOWS OF EXCLUSIVE DOUBLE LEFT-TURN LANES , 1986 .

[4] Brandon Nevers,et al. Saturation Flow Estimation by Traffic Subgroups , 2001 .

[5] R Akcelik,et al. TRAFFIC SIGNALS: CAPACITY AND TIMING ANALYSIS , 1981 .

[6] Carroll J. Messer,et al. Phase Capacity Characteristics for Signalized Interchange and Intersection Approaches , 1998 .

[7] Paul P Jovanis,et al. VALIDATION OF SATURATION FLOWS AND PROGRESSION FACTORS FOR TRAFFIC-ACTUATED SIGNALS , 1988 .

[8] E O Ruehr. ADVANTAGES OF THE PLANNING METHOD OF CAPACITY ANALYSIS FOR SIGNALIZED INTERSECTIONS , 1989 .

[9] R. Stokes. COMPARISON OF SATURATION FLOW RATES AT SIGNALIZED INTERSECTIONS , 1988 .

[10] Honglong Li,et al. Detailed Observations of Saturation Headways and Start-Up Lost Times , 2002 .

[11] Henk J van Zuylen,et al. The estimation of saturation flow, effective green time and passenger car equivalents at traffic signals by multiple linear regression , 1978 .

[12] D R Drew. DESIGN AND SIGNALIZATION OF HIGH-TYPE FACILITIES , 1963 .

[13] Panos D. Prevedouros,et al. COMPARISON OF 1985 AND 1994 HCM: SIGNALIZED INTERSECTION DELAY ESTIMATES , 1996 .