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    Adjustment Factors for Heavy Vehicles at Signalized Intersections

    Source: Journal of Transportation Engineering, Part A: Systems:;1995:;Volume ( 121 ):;issue: 002
    Author:
    Shou-min Tsao
    ,
    Song-wei Chu
    DOI: 10.1061/(ASCE)0733-947X(1995)121:2(150)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to investigate the effects of heavy vehicles in through lanes and in left-turn lanes. Headway samples of 1,320 passenger cars and 722 heavy vehicles were measured in the field. Average headways were calculated for traffic flows of all passenger cars and all heavy vehicles in through lanes and left-turn lanes, respectively. The results show that different adjustment factors should be applied for through heavy vehicles and for left-turning heavy vehicles in calculating saturation flow rates. The adjustment factors for left turns should also be differentiated in accordance with the percent of heavy vehicles in traffic flow. Almost all estimated adjustment factors were found to be less than the corresponding figures suggested by the 1985 “Highway Capacity Manual.” A revised procedure is recommended for evaluating traffic conditions in Taipei. Similar studies may be desirable for cities in other parts of the world to verify the validity of the current procedures.
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      Adjustment Factors for Heavy Vehicles at Signalized Intersections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/36845
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorShou-min Tsao
    contributor authorSong-wei Chu
    date accessioned2017-05-08T21:03:11Z
    date available2017-05-08T21:03:11Z
    date copyrightMarch 1995
    date issued1995
    identifier other%28asce%290733-947x%281995%29121%3A2%28150%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36845
    description abstractThe objective of this paper is to investigate the effects of heavy vehicles in through lanes and in left-turn lanes. Headway samples of 1,320 passenger cars and 722 heavy vehicles were measured in the field. Average headways were calculated for traffic flows of all passenger cars and all heavy vehicles in through lanes and left-turn lanes, respectively. The results show that different adjustment factors should be applied for through heavy vehicles and for left-turning heavy vehicles in calculating saturation flow rates. The adjustment factors for left turns should also be differentiated in accordance with the percent of heavy vehicles in traffic flow. Almost all estimated adjustment factors were found to be less than the corresponding figures suggested by the 1985 “Highway Capacity Manual.” A revised procedure is recommended for evaluating traffic conditions in Taipei. Similar studies may be desirable for cities in other parts of the world to verify the validity of the current procedures.
    publisherAmerican Society of Civil Engineers
    titleAdjustment Factors for Heavy Vehicles at Signalized Intersections
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1995)121:2(150)
    treeJournal of Transportation Engineering, Part A: Systems:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
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