INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
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ASSESSMENT OF THE CONDITION OF URBAN ROADS AND STREETS, AS WELL
AS TRAFFIC USE INDICATORS USING ARTIFICIAL INTELLIGENCE (AI)
Khalimov Javohirbek Abdusamat ugIi
Assistant Teacher of the Department of automotive and Transport
Andijan State Technical Institute Tel: +998972724646
Abstract:
This study focuses on the use of Artificial Intelligence (AI) to assess the condition of
urban roads and streets, as well as analyze traffic use indicators. It explores how AI
technologies—such as image recognition, sensors, and data analytics—are employed to detect
road surface damage, monitor infrastructure health, and evaluate traffic patterns. The research
highlights the benefits of AI in enabling timely maintenance, improving road safety, and
optimizing urban mobility planning. By integrating AI with geographic information systems
(GIS) and smart sensors, the study demonstrates improved accuracy and efficiency in urban
road condition monitoring and traffic management decision-making processes.
Key words:
AI, indicator, transport, load, car, time, speed, distance.
Introduction
Modern urban roads and streets are complex engineering structures. They are needed to provide
vehicles with high-speed traffic flow capabilities.In the operation of urban roads and streets, it
is necessary to achieve a reduction in the cost of freight transportation by increasing the
technical and operational condition of the road in accordance with the speed of movement of
vehicles and the growth of cargo transportation, as well as increasing the efficiency and
productivity of work with maintenance. Depending on the modern state of the existing urban
road network and traffic flow traffic safety under the Republic, the state of use of the road
network does not meet the comfort, safety and economy requirements of the automobile traffic
conditions. To ensure comfortable and safe traffic conditions on city roads today, first of all, the
rule Organization of storage work, the implementation of large-scale repair and reconstruction
work.
Method
The operational status of the road is the level of compliance with regulatory requirements
depending on the impact of vehicles and meteorological conditions (road bed condition, road
surface condition, Traffic part and road edge actual use width, coating fluency and bite quality,
road sign line, state of emergency vehicles) and meteorological conditions, as well as the level
of storage. To ensure the necessary level of technical and operational condition of the road and
its facilities, a road maintenance and maintenance service is organized. The main purpose of the
road repair and maintenance service is to increase and maintain the technical and operational
condition of the road in accordance with the speed of movement and increasing loads, while
increasing the efficiency and productivity of cars, reducing the cost of freight transport
recognition[1].
The technical condition of the road is the level of compliance of the indicators of the road and
its facilities constant (which do not change in the process of operation or change only after
Reconstruction and repair) (the project width of the road base and the carriageway, the correct
and curved length, the slope and length of the steep waiting and landing areas, the height of the
In order to ensure the safety of movement on the roads and streets of the city, work is carried
out to assess the state of transport and operation of its roads. The assessment of the state of
INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
American Academic publishers, volume 05, issue 08,2025
Journal:
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278
transport and exploration of urban roads and streets is carried out on the order of design or
research organizations of road enterprises and is attended by engineering and technical
personnel of road enterprises and heads of departments.
When assessing the state of transport and operation of urban roads and streets, it is necessary to
measure the following indicators:
- Road bed fluency; - Road bed strength;
- The coefficient of bite of the car ' wheel with a coating;
- Car Speed[2].
The assessment of the state of Transport and exploitation is carried out on the entire network
under the jurisdiction of the road enterprise. The design of the transport and operation status of
the road or is carried out using the highway Laboratory of the scientific research institute.
In the following cases, the condition of the city road or its plot is not assessed:
- when it is broken by a natural disaster;
-if under reconstruction, capital or current repair during the period of study;
The head of the road enterprise must provide the following documents to the traffic-exploitation
State Examiner of the road:
- passport of the city road being checked;
- working drawings on roadbed construction;
- acts indicating the dates of inspection for the operation after the construction of urban roads
and streets, reconstruction;
- approved layout scheme of road signs and facilities in accordance with the established
procedure;
-a card of examination of the previous state of roads and streets of the city, it is considered a
primary document in assessing the state of transport and operation of the road[3].
The fluidity and robustness of the roadbed is closely related to each other by the formation of
traces (Colea) on the carriageway (transverse fluidity). Therefore, changing the fluidity of the
roadbed depends on the strength and the formation of traces. In addition, at high temperatures
in the summer, due to the deformation of asphalt concrete plastic, fluency is broken in the
sloping areas of the road. For this reason, it is necessary to measure the fluidity of the roadbed
twice a year (in late winter and early spring, during the summer heat).
The strength of the roadbed is determined by the end of winter and the beginning of spring,
when the accounting period for the Republic is considered. In this case, the humidity of the
grunt will be at the highest level.
The traffic-operation indicators under consideration are the fluency and strength of the road bed,
the coefficient of contact of the car' wheel with the coating and the formation of traces on the
carriageway are the most important factors affecting the speed and safe movement of vehicles
[4].
Therefore, during the assessment of fluency and strength, the formation of traces, it is also
necessary to determine the speed of cars on the sections of the road under consideration.
Result
Each parameter indicating the state of Transport and operation of urban roads (fluidity and
strength of the roadbed the coefficient of involvement of the car' wheel with the coating, the
formation of traces on the carriageway (transverse fluidity), the speed of cars) is carried out by
special groups.
The density of the traffic flow is determined by aerofotos'emka or Kinos'emka from a high
place from the side of the road.
INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
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As the density of the traffic flow increases, a decrease in the intermediate distance of vehicles, a
decrease in speed, difficulty of the psychological mode of operation of drivers leads to the
discomfort of general road traffic.
Permeability is the main accounting indicator of the road, which depends on the state of the
road and the degree of Organization of movement [5].
The passability of a track is the number of cars that can pass through a certain cross - section of
track within a unit of time, which is determined in avt/hour or avt/day. The throughput of a
track depends in many ways on the speed of movement and the organization of movement.
The bandwidth can be classified into the following types:
Therefore, during the assessment of fluency and strength, the formation of traces, it is also
necessary to determine the speed of cars on the sections of the road under consideration.
Each parameter indicating the state of transport and operation of urban roads (fluidity and
robustness of the roadbed the coefficient of connection of the car' wheel with the coating, the
formation of traces on the carriageway (transverse fluidity), the speed of cars) is carried out by
special groups.
- maximum theoretical throughput-the number of light-type cars that can be passed in an
idealized order from favorable road conditions. It is determined using the dynamic formula of
transport flow;
- practical transfer ability-the maximum number of possible transfers of cars according to a
certain order of movement from a concrete road segment in favorable weather conditions.
The maximum theoretical transfer capacity of a motorway is determined by the following
empirical formula [6].
here: the speed of the car moving in V-Polo, km / h;
Ld-dynamic gabarite of the car, m.
where: la is the static length of the car; lt is the distance the driver passes during the reaction
time; St is the braking path of the car; lx is the safety distance; d is the safety range.
The organizers of the dynamic gabarite of the car are shown in Figure 1.
Figure 1
. Dynamic gabarite of the car
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As the density of the traffic flow increases, a decrease in the intermediate distance of vehicles, a
decrease in speed, difficulty of the psychological mode of operation of drivers leads to the
discomfort of general road traffic.
Permeability is the main accounting indicator of the road, which depends on the state of the
road and the degree of Organization of movement.
The load rating of the track can be estimated as follows.
Z=N / P;
where: P is the band width, avt/H; N is the amount of motion, avt/H.
If the transport flow is free, Z=0.2-0.45 transport flow is called partially connected flow,
Z=0.45-0.7 connected flow, Z = 0.7-1.0 saturated flow, or dense flow.
After years of scientific research, the optimal value of the load level of the road was determined
to be 0.45 - 0.55 for roads outside the city. In the organization of movement in different road
conditions, work is carried out based on the indicators of the degree of load[7].
Accounting speed-the maximum possible speed movement of individual cars (under the
condition of safety and priority) in the event of a normative bite with the surface of the road
traffic part of the car' tire, on sections of the road with the most inconvenient permissible
elements is said. By this speed, all geometric elements of the road in plan, longitudinal and
transverse sections are designed.
The maximum constructive speed of the car Vmax depends on the power of its engine.
Observations show that drivers with Vmax/ speed only move in the short term in some cases. In
good road conditions, the speed of vehicles is 0.7-0.85 Vmax. Such speed is mainly observed
singly in horizontal straight track sections.
In practice, road conditions are formed from small curvatures in ascending, descending, plan,
visibility distance below the norm, vertical curvatures, as well as the fact that the amount and
composition of movement are different affects the value of instantaneous speed. In Real road
conditions, the speed of cars moving alone can vary from 150-120 km/h to 40-30 km/h[8].
Conclusion
The development and progress of its economy depends first on the state of the road network of
the urban roads of wombor. The fact that the bulk of the cargo transported by our republic is
transported by means of transport to its destinations through urban roads determines the
importance of urban roads in the development of the economy in the national economy. Modern
urban roads and streets are complex engineering structures. They are needed to provide vehicles
with high-speed traffic flow capabilities. In the operation of urban roads and streets, it is
necessary to achieve a reduction in the cost of freight transportation by increasing the technical
and operational condition of the road in accordance with the speed of movement of vehicles and
the growth of cargo transportation, as well as increasing the efficiency and productivity of work
with maintenance. The main purpose of the service for the repair and maintenance of roads is to
increase the intensity of movement and loads.
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3. V.F.Babkov, O.V.Andreyev “Avtomobil yo’llarini qidiruv va loyihalash”
I-qism. Toshkent. 2001,2004
INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
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Journal:
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4. V.F.Babkov, O.V.Andreyev “Avtomobil yo’llarini qidiruv va loyihalash”
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