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    Application of Crowd-Sourced Speed Data in Developing Free-Flow Speed Models

    Source: Journal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 006::page 04025034-1
    Author:
    Fahmida Rahman
    ,
    Xu Zhang
    ,
    Eugene Boasiako Antwi
    ,
    Mei Chen
    DOI: 10.1061/JTEPBS.TEENG-8746
    Publisher: American Society of Civil Engineers
    Abstract: Free-flow speed (FFS) is a critical input to many transportation engineering applications, including capacity estimation, congestion measurement, level of service assessment, and speed limit setting. Traditionally, practitioners have relied on prediction models from the Highway Capacity Manual (HCM) and other existing methods to estimate FFS. These methods were primarily developed and calibrated using fixed location speed data collected during nighttime or other low-volume periods. However, these data are often very limited in amount and spatial coverage due to the resources needed to collect them. This study leverages extensive GPS-based probe speed data sets to develop FFS models for various facilities, including freeways, multilane highways, rural two-lane highways, and interrupted facilities. We employed a random forest tool to identify key variables influencing FFS for each facility type, such as degree of curvature and median width for freeways, area type for multilane highways, and degree of curvature and pavement roughness for rural two-lane highways and interrupted facilities. Simplified linear regression models developed using these variables outperformed existing methods, particularly the HCM approach. The findings of this study can help transportation practitioners enhance the prediction of FFS and contribute to the knowledge base for future model improvements.
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      Application of Crowd-Sourced Speed Data in Developing Free-Flow Speed Models

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    contributor authorFahmida Rahman
    contributor authorXu Zhang
    contributor authorEugene Boasiako Antwi
    contributor authorMei Chen
    date accessioned2025-08-17T22:22:47Z
    date available2025-08-17T22:22:47Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJTEPBS.TEENG-8746.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306851
    description abstractFree-flow speed (FFS) is a critical input to many transportation engineering applications, including capacity estimation, congestion measurement, level of service assessment, and speed limit setting. Traditionally, practitioners have relied on prediction models from the Highway Capacity Manual (HCM) and other existing methods to estimate FFS. These methods were primarily developed and calibrated using fixed location speed data collected during nighttime or other low-volume periods. However, these data are often very limited in amount and spatial coverage due to the resources needed to collect them. This study leverages extensive GPS-based probe speed data sets to develop FFS models for various facilities, including freeways, multilane highways, rural two-lane highways, and interrupted facilities. We employed a random forest tool to identify key variables influencing FFS for each facility type, such as degree of curvature and median width for freeways, area type for multilane highways, and degree of curvature and pavement roughness for rural two-lane highways and interrupted facilities. Simplified linear regression models developed using these variables outperformed existing methods, particularly the HCM approach. The findings of this study can help transportation practitioners enhance the prediction of FFS and contribute to the knowledge base for future model improvements.
    publisherAmerican Society of Civil Engineers
    titleApplication of Crowd-Sourced Speed Data in Developing Free-Flow Speed Models
    typeJournal Article
    journal volume151
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.TEENG-8746
    journal fristpage04025034-1
    journal lastpage04025034-11
    page11
    treeJournal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 006
    contenttypeFulltext
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