2 datasets found
  1. a

    mepdg nondir traffic join basic

    • icorridor-mto-on-ca.hub.arcgis.com
    • arc-gis-hub-home-arcgishub.hub.arcgis.com
    Updated Aug 14, 2019
    + more versions
    Share
    FacebookFacebook
    TwitterTwitter
    Email
    Click to copy link
    Link copied
    Close
    Cite
    Authoritative_iCorridor_mto_on_ca (2019). mepdg nondir traffic join basic [Dataset]. https://icorridor-mto-on-ca.hub.arcgis.com/datasets/fda0b5828b1542d3ac94609b260a3734
    Explore at:
    Dataset updated
    Aug 14, 2019
    Dataset authored and provided by
    Authoritative_iCorridor_mto_on_ca
    Area covered
    Description

    New dataset https://mto-on-ca.maps.arcgis.com/home/item.html?id=54fb115a856843629ece14db3308a599This is non-directional option that provides input data on traveling direction links, including AADTT, vehicle class distribution, number of axle per truck, and axle load distribution for AASHTOWare Pavement ME Design. This program can generate the following three data files for any specific LHRS sections: Traffic data input file in XML format that contains the AADTT, vehicle class distribution, axle per truck, and axle spacing & configuration. Axle load spectrum file in ALF format that contains the axle load spectrum tables of single, tandem, tridem and quad axle types. A summary file in spreadsheet format that contains the above traffic data. The above XMF and ALF files can be directly input into AASHTOWare Pavement ME Design to run the analysis. If traffic data is insufficient within the LHRS section, the tables for Southern or Northern Ontario will be generated.VF04 StringTruck flow volume of FHWA vehicle class 4VF05 StringTruck flow volume of FHWA vehicle class 5VF06 StringTruck flow volume of FHWA vehicle class 6VF07 StringTruck flow volume of FHWA vehicle class 7VF08 StringTruck flow volume of FHWA vehicle class 8VF09 StringTruck flow volume of FHWA vehicle class 9VF10 StringTruck flow volume of FHWA vehicle class 10VF11 StringTruck flow volume of FHWA vehicle class 11VF12 StringTruck flow volume of FHWA vehicle class 12VF13 StringTruck flow volume of FHWA vehicle class 13SUMAADTT06 Stringtotal truck traffic volume of FHWA vehicle class 4 - 13PF04 StringTruck flow percentage of FHWA vehicle class 4PF05 StringTruck flow percentage of FHWA vehicle class 5PF06 StringTruck flow percentage of FHWA vehicle class 6PF07 StringTruck flow percentage of FHWA vehicle class 7PF08 StringTruck flow percentage of FHWA vehicle class 8PF09 StringTruck flow percentage of FHWA vehicle class 9PF10 StringTruck flow percentage of FHWA vehicle class 10PF11 StringTruck flow percentage of FHWA vehicle class 11PF12 StringTruck flow percentage of FHWA vehicle class 12PF13 StringTruck flow percentage of FHWA vehicle class 13

  2. a

    AADT2008 est hourly traffic volume

    • icorridor-mto-on-ca.hub.arcgis.com
    • arc-gis-hub-home-arcgishub.hub.arcgis.com
    • +1more
    Updated Aug 31, 2018
    Share
    FacebookFacebook
    TwitterTwitter
    Email
    Click to copy link
    Link copied
    Close
    Cite
    Authoritative_iCorridor_mto_on_ca (2018). AADT2008 est hourly traffic volume [Dataset]. https://icorridor-mto-on-ca.hub.arcgis.com/datasets/5316688a32c049798385867076b27ee4
    Explore at:
    Dataset updated
    Aug 31, 2018
    Dataset authored and provided by
    Authoritative_iCorridor_mto_on_ca
    Area covered
    Description

    Data collected between 2005 to 2007, 3% of sample collected in 2005, 51% in 2006 and 46% in 2007.This dataset contains a compilation of data collected from different sources.AADTT 2006 and AADTT 2008:The data is derived from the Ministry of Transportation's (MTO) inventory of annual traffic data for the Provincial Highways. The commercial volumes are first calculated using the AADT and the Commercial Percentage values for each traffic segment. These values are then adjusted to remove variations between segments caused by fluctuations in AADT.The volume given for each direction is one-half of the total value. MTO does not maintain volume by direction. For freeway segments with core/collector configuration, the total volume is divided into four equal portions and assigned to each stream.Hourly Truck Volumes ( WD00-23 and WN00-23):These fields contain estimates of average hourly volumes for a typical weekday and weekend day. The estimates are based on observed hourly distribution at more than 100 directional Commercial Vehicle Survey sites across the province, AADTT and other information.RD _NAME:Name of the roadAADTT 2006:2006 Annual Average Daily Truck Traffic; it is the truck volume assigned to road network link by directions.AADTT 2008:2008 Annual Average Daily Truck Traffic; it is the truck volume assigned to road network link by directions.WD 00-23:2008 Weekday ( WD ) hourly truck volume; 00 - 23 represents starting hour of the day (e.g. 12 represents 12 P.M. - 1 P.M.).WN 00-23:2008 Weekend ( WN ) hourly truck volume; 00 - 23 represents starting hour of the day (e.g. 12 represents 12 P.M. - 1 P.M.).[ WD]: Week day [VOG]: Value of Goods [AADTT]: Annual Average Daily Truck Traffic [WN]: Week end [RD]: Road [WD]: Week day [MTO]: Ministry of Transportation [AADT]: Annual Average Daily TrafficDonnees recueillies de 2005 a 2007, 3 % de l'echantillon recueilli en 2005, 51 % en 2006 et 46 % en 2007.Cet ensemble de donnees contient une compilation de donnees recueillies aupres de differentes sources.AADTT 2006 et AADTT 2008 :Les donnees sont issues de l'inventaire du ministere des Transports (MTO) des donnees annuelles sur la circulation sur les routes provinciales. Les volumes commerciaux sont d'abord calcules en utilisant le DJMA (debit journalier moyen annuel) et les valeurs de pourcentage commercial pour chaque tronçon de circulation. Puis, ces valeurs sont rajustees afin d'enlever les variations entre les tronçons causees par les fluctuations du DJMA.Le volume obtenu pour chaque direction correspond a la moitie de la valeur totale. Le MTO ne maintient pas le volume par direction. Dans le cas des tronçons d'autoroute a voies principales et a voies collectrices, le volume total est divise en quatre parties egales et est reparti a chaque voie.Volumes horaires de camions ( WD00-23 et WN00-23) :Ces champs contiennent des estimations des volumes horaires de camions pour un jour de semaine et de fin de semaine type. Les estimations sont basees sur la repartition horaire observee a plus de 100 sites directionnels de l'enquete sur les vehicules commerciaux partout dans la province, le DJMCA et d'autres renseignements.RD_NAME :Nom de la routeAADTT 2006 :Debit journalier moyen de camions d'une annee en 2006; volume de camions attribue aux liaisons du reseau routier selon les directions.AADTT 2008 :Debit journalier moyen de camions d'une annee en 2008; volume de camions attribue aux liaisons du reseau routier selon les directions.WD 00-23 :Volume horaire de camions les jours de semaine (WD) en 2008; 00 a 23 represente l'heure de debut de la journee (p. ex., 12 = 12 a 13 h).WN 00-23 :Volume horaire de camions la fin de semaine en 2008 (WN); 00 a 23 represente l'heure de debut de la journee (p. ex., 12 = 12 a 13 h).[ WD]: jours de semaine [VOG]: Valeur des marchandises [AADTT]: Débit journalier moyen de camions d'une année [WN]: fin de semaine [RD_NAME]: Nom de la route [WD]: jours de semaine [MTO]: ministère des Transports [DJMA]: débit journalier moyen annuel *[DJMCA]: débit journalier moyen commercial annuel

  3. Not seeing a result you expected?
    Learn how you can add new datasets to our index.

Share
FacebookFacebook
TwitterTwitter
Email
Click to copy link
Link copied
Close
Cite
Authoritative_iCorridor_mto_on_ca (2019). mepdg nondir traffic join basic [Dataset]. https://icorridor-mto-on-ca.hub.arcgis.com/datasets/fda0b5828b1542d3ac94609b260a3734

mepdg nondir traffic join basic

Explore at:
Dataset updated
Aug 14, 2019
Dataset authored and provided by
Authoritative_iCorridor_mto_on_ca
Area covered
Description

New dataset https://mto-on-ca.maps.arcgis.com/home/item.html?id=54fb115a856843629ece14db3308a599This is non-directional option that provides input data on traveling direction links, including AADTT, vehicle class distribution, number of axle per truck, and axle load distribution for AASHTOWare Pavement ME Design. This program can generate the following three data files for any specific LHRS sections: Traffic data input file in XML format that contains the AADTT, vehicle class distribution, axle per truck, and axle spacing & configuration. Axle load spectrum file in ALF format that contains the axle load spectrum tables of single, tandem, tridem and quad axle types. A summary file in spreadsheet format that contains the above traffic data. The above XMF and ALF files can be directly input into AASHTOWare Pavement ME Design to run the analysis. If traffic data is insufficient within the LHRS section, the tables for Southern or Northern Ontario will be generated.VF04 StringTruck flow volume of FHWA vehicle class 4VF05 StringTruck flow volume of FHWA vehicle class 5VF06 StringTruck flow volume of FHWA vehicle class 6VF07 StringTruck flow volume of FHWA vehicle class 7VF08 StringTruck flow volume of FHWA vehicle class 8VF09 StringTruck flow volume of FHWA vehicle class 9VF10 StringTruck flow volume of FHWA vehicle class 10VF11 StringTruck flow volume of FHWA vehicle class 11VF12 StringTruck flow volume of FHWA vehicle class 12VF13 StringTruck flow volume of FHWA vehicle class 13SUMAADTT06 Stringtotal truck traffic volume of FHWA vehicle class 4 - 13PF04 StringTruck flow percentage of FHWA vehicle class 4PF05 StringTruck flow percentage of FHWA vehicle class 5PF06 StringTruck flow percentage of FHWA vehicle class 6PF07 StringTruck flow percentage of FHWA vehicle class 7PF08 StringTruck flow percentage of FHWA vehicle class 8PF09 StringTruck flow percentage of FHWA vehicle class 9PF10 StringTruck flow percentage of FHWA vehicle class 10PF11 StringTruck flow percentage of FHWA vehicle class 11PF12 StringTruck flow percentage of FHWA vehicle class 12PF13 StringTruck flow percentage of FHWA vehicle class 13

Search
Clear search
Close search
Google apps
Main menu