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First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address.Khafizov E.R. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Vdovin E.A. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Mavliev L.F. – candidate of technical sciences, senior lecturer E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Fomin A.Yu. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Bulanov P.E. – assistant E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 Nikmetzyanov A.R. – the deputy chief of department of the organization E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it SCI «Glavtatdortrans» The organization address: 420012, Russia, Kazan, Dostoevskiy st., 18/75
Title of the articleDetermination of the volume of traffic and speed of movement on the street-road network in Kazan in the framework of the study of a formation of defects on road surfaces
Abstract.Problem statement. To collect, process, calculate and analyze data on the intensity and speed of traffic on the lanes of the road sections of the surveyed objects of the street-road network in Kazan, conduct in-depth measurements and determine the intensity and composition of the traffic flow along the lanes. Results. It was established that the traffic intensity in the surveyed areas of the Prospekt Pobedy and the Universiade Prospectus is unevenly distributed across the bands. On the street. Tikhomirnov and F. Amirkhan, volume of traffic on the left lanes is higher than on the right. It is determined that the actual volume of traffic exceeds the projected intensity up to 6 times, which requires consideration when choosing coating materials. The speed of movement on the extreme left lane exceeds the speed on the remaining lanes of the carriageway and in most cases the permissible traffic law is 60 km / h. The carried-out measurements of the intensity and construction of traffic stream showed that the intensity during peak hours, as well as the daily distribution, is unevenly distributed along the lanes, while the share of passenger transport is 96-99 % in the extreme left bands and 79 % lower in the remaining left bands. The volume of traffic of passenger transport at rush hour reaches 700-2000 cars per the most loaded lane. Conclusions. Construction of traffic stream, volume of traffic and speed of movement had an integral effect on the formation of defects on the carriageway of the surveyed sections of the street-road network.
Keywords.volume of traffic, speed of movement, construction of traffic stream, street-road network.
For citations:Khafizov E.R., Vdovin E.A., Mavliev L.F., Fomin A.Yu., Bulanov P.E., Nikmetzyanov A.R. Determination of the volume of traffic and speed of movement on the street-road network in Kazan in the framework of the study of a formation of defects on road surfaces // Izvestiya KGASU. 2017. №2(40) P.297-304.


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