00621685

Component

http://onlinepubs.trb.org...trr/1991/1320/1320-010.pdf

https://scholar.google.co...+May&publication_year=1991

Recently, a new procedure for analyzing multilane highways was proposed, together with a set of speed-flow curves that were rather different from those in the Highway Capacity Manual (HCM). Consideration is given to whether a freeway basic section treated as a multilane divided highway section with no access points can be analyzed using this procedure. The speed and flow characteristics of a freeway section (California State Highway 24) at the Caldecott Tunnel are examined and compared with the speed-flow curves in the HCM for freeways and those in the new procedure for multilane highways. The problems associated with traffic data gathering, reduction, and analysis are also reviewed. It was found that the new procedure reflects the speed-flow characteristics at the Caldecott Tunnel better than the HCM procedure for freeways.

This paper appears in Transportation Research Record No. 1320, Freeway Operations, Highway Capacity, and Traffic Flow 1991. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01407170

p. 75-82

1991

Transportation Research Record

0309051533

Figures (9) ; References (11)

Alternatives analysis; Data analysis; Data collection; Data reduction; Flow speed relationships; Freeways; Mathematical analysis; Multilane highways

Highway Capacity Manual

Speed flow curves

Highways; Operations and Traffic Management; I71: Traffic Theory

TRIS, TRB

Apr 30 1992 12:00AM

• ALINEA: A LOCAL FEEDBACK CONTROL LAW FOR ON-RAMP METERING
• ASSESSMENT OF THE TRAFFIC EXPERIMENTAL AND ANALYSIS SIMULATION COMPUTER MODEL USING FIELD DATA
• BENEFITS OF CENTRAL COMPUTER CONTROL FOR DENVER RAMP-METERING SYSTEM
• CAPACITY AND DELAY CHARACTERISTICS OF TWO-WAY STOP-CONTROLLED INTERSECTIONS
• CHARACTERISTICS AND LEVEL-OF-SERVICE ESTIMATION OF TRAFFIC FLOW ON TWO-LANE RURAL ROADS IN FINLAND
• DELAY EFFECTS ON DRIVER GAP ACCEPTANCE CHARACTERISTICS AT TWO-WAY STOP-CONTROLLED INTERSECTIONS
• DEVELOPMENT OF APPROPRIATE DESIGN-HOUR VOLUMES FOR URBAN FREEWAYS IN LARGE TEXAS CITIES
• EMPIRICAL ANALYSIS OF CONGESTED TRAFFIC FLOW CHARACTERISTICS AND FREE SPEED AFFECTED BY GEOMETRIC FACTORS ON AN INTERCITY EXPRESSWAY
• ENHANCEMENT AND FIELD TESTING OF A DYNAMIC FREEWAY SIMULATION PROGRAM
• EVALUATION OF HIGH-VOLUME URBAN TEXAS FREEWAYS
• FLOW AND CAPACITY CHARACTERISTICS ON TWO-LANE RURAL HIGHWAYS
• FREEWAY CAPACITY DROP AND THE DEFINITION OF CAPACITY
• FREEWAY CONTROL USING A DYNAMIC TRAFFIC FLOW MODEL AND VEHICLE REIDENTIFICATION TECHNIQUES
• IMPROVED DATA SCREENING TECHNIQUES FOR FREEWAY TRAFFIC MANAGEMENT SYSTEMS
• INTEGRATED SYSTEM OF FREEWAY CORRIDOR SIMULATION MODELS
• LESS-THAN-TRUCKLOAD TRUCKING IN LOS ANGELES: CONGESTION RELIEF THROUGH TERMINAL SITING
• OPERATIONAL EVALUATION OF TRUCK RESTRICTIONS ON I-20 IN TEXAS
• PROCEDURE FOR VALIDATION OF MICROSCOPIC TRAFFIC FLOW SIMULATION MODELS
• PROPOSED ANALYTICAL TECHNIQUE FOR ESTIMATING CAPACITY AND LEVEL OF SERVICE OF MAJOR FREEWAY WEAVING SECTIONS
• REAL-TIME EXPERT SYSTEM APPROACH TO FREEWAY INCIDENT MANAGEMENT
• REAL-TIME KNOWLEDGE-BASED INTEGRATION OF FREEWAY SURVEILLANCE DATA
• SATURATION FLOW: DO WE SPEAK THE SAME LANGUAGE?
• SIMULATION OF CROWD BEHAVIOR AND MOVEMENT: FUNDAMENTAL RELATIONS AND APPLICATION
• SIMULATION OF TWO- AND FOUR-WAY STOP CONTROL
• THE TWO-CAPACITY PHENOMENON: SOME THEORETICAL ISSUES
• TOLL PLAZA CAPACITY AND LEVEL OF SERVICE
• TOWARD A NEW GERMAN GUIDELINE FOR CAPACITY OF UNSIGNALIZED INTERSECTIONS
• TRAFFIC OPERATION OF BICYCLE TRAFFIC
• TWO-CAPACITY PHENOMENON AT FREEWAY BOTTLENECKS: A BASIS FOR RAMP METERING?