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International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962
Volume-11, Issue-1 (February 2021)
www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22
161 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Methodological Approach to the Formation and Evaluation of the
Quality of Operation of Urban Public Transport Services
Togaev Golibjon Sharifovich Тоғаев
PhD Student, Tashkent State University of Transportation, Tashkent City, UZBEKISTAN
Corresponding Author: golibjon.togaev@mail.ru
ABSTRACT
In this work, the theoretical aspects of the
formation of operational qualities of rolling stock used in
urban public transport, its services on the basis of
operational characteristics are studied, and a methodology
for assessing the operational quality of real routes served
by bus companies is proposed.
Keywords-- Urban Public Transport, Rolling Stock,
Operational Characteristics, Operational Quality,
Technical and Operational Quality, Commercial
Operational Quality, Level of Utilization of Operational
Quality Potential
I. INTRODUCTION
There are a number of requirements set by
consumers for the provision of public transport services
to the population. These include the fact that the services
provided are safe, reliable, fast, regular, inexpensive,
convenient, complete, and so on. All the requirements of
modern quality public transport can be summed up in
one sentence: “Passengers have access to safe, cheap,
fast, convenient and guaranteed transport service at any
time, from any area to any destination”.
Currently, the high rates of automation and the
rapid use of private vehicles are leading to a decrease in
traffic speeds in cities and, as a result, an increase in the
time spent by the population on transport.
Therefore, the main criterion for the development
of public transport in cities today is to reduce the time
spent by passengers to reach their destinations.
In today's consumer-oriented economic
environment, the population should be given the
opportunity to choose a wide range and flexible modes
of transport. The city needs not only a network of fast-
moving and developed routes, but also a high level of
service quality. The main factor that motivates
passengers to choose a particular route and mode of
transport is the speed of movement, which characterizes
the operational quality of transport services, a set of
technical and operational indicators required to ensure its
required level.
In an environment where consumer demands are
not limited, it is a very difficult task to assess what the
high level of quality of transport services should be.
However, it will be possible to achieve certain levels of
satisfaction of these requirements. The level of
continuous and effective achievement of the optimal
level of satisfaction of these unlimited requirements
determines the operational qualities of road transport
services.
Operational qualities of road transport services
are a complex concept and are described differently in
different scientific sources. Due to this, the disclosure of
the essence of this category is of scientific and practical
importance.
The term “operational qualities of the car” was
first introduced to science in 1928 by academician A.
Chudakov.
Taking into account the specific features of the
car, the scientist is based on the need to determine its
design perfection not by a single generalized quality, but
by a separate set of indicators that represent its
performance, stability, controllability, smoothness of
movement, ease of maintenance, capacity, walking
reserve, weight utilization, dimensional use and
maneuverability.
In addition, the durability of the car, its
adaptability to loading and unloading, the level of active
and passive safety, the period of movement of the
vehicle during maintenance, the scope of maintenance,
moisture and dust protection of the body or cabin,
vibration protection, heating and ventilation system
There are also operational qualities such as efficiency.
As a result of our analytical work, many
researchers have applied the terms operational quality
and operational characteristics directly to the design
features and performance of vehicles, and it has been
shown that the similarities and differences between these
concepts are not sufficiently explained. For example, in a
number of works the terms of operational characteristics,
and in some of them the terms of operational qualities
are widely used.
An operational feature is a change in the
position or space of a vehicle in a unit of time due to
external or internal influences on one or more
functionally integrated structural elements.
Operational quality, on the other hand, arises
from a combination of certain design features of road
transport and is an indicator that characterizes the level
of advantage or superiority of a car in a particular
operating condition.
Quality of any product or service is a set of
features that indicate its ability to meet certain needs in
International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962
Volume-11, Issue-1 (February 2021)
www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22
162 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
accordance with its function.If we focus on the vehicle
as a product, this definition applies to it as well.
The quality of transport services can be defined as
the level of maximum satisfaction of consumer
aggregate requirements for transport services provided
under certain operating conditions.
Figure 1: Structural mechanism of ensuring the operational quality of bus services
International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962
Volume-11, Issue-1 (February 2021)
www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22
163 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
The provision of road transport services is a
process of selling labor, and the quality of service is
determined by the quality of the performance of this
work, that is, the quality of work performed at all times
can not provide quality service. Ensuring the quality of
service processes by transport operators is directly
related to the quality of the vehicles that are the subject
of their work. Thus, while the operational qualities of
vehicles are a separate category, the activity of the
transport system is also a component that ensures the
operational qualities, in some of which the quality of
transport services is formed. In this regard, the
operational qualities of transport as a service sector, in
turn, are divided into technical-operational and
commercial qualities.
Technical and operational quality of road
transport is the ability to continuously fully meet the
technical and technological condition of vehicles at the
disposal of transport operators in the maximum
satisfaction of consumer aggregate requirements for
transport services.
The commercial operational quality of road
transport services is the ability to achieve the optimal
level of meeting the overall consumer demand for
transport services.
The properties of structural elements form a
systematic link with the relevant operational qualities,
which in turn depends on the operational performance of
road transport, which affects the value of transport costs.
Thus, the final product of the transport system -
the quality of transport services and related costs
depends on the operational qualities of the rolling stock,
which is the main means of labor, and, of course, the
technical and commercial operation that performs them
optimally (Picture 1).
The operational characteristics of public
transport services on buses are a dynamic process that
requires an approach to determining its quality levels,
taking into account various factors. We can conditionally
divide such factors into static and dynamic parts. At the
same time, there is a need to systematize the indicators
of dynamic processes in terms of levels of importance, to
develop methods for determining the most optimal
options for them, taking into account the characteristics
of a particular time and region conditions.
Operational qualities depend objectively on
external environmental factors: natural and climatic
conditions, location of population and productive forces,
transport, financial and credit, tax, valuation and social
policies of the state, to which ATCs are not able to
influence.
Internal factors are directly related to the
enterprise, which depends on the organization of
production, personnel and management system, logistics,
service, fleet structure, entrepreneurial ability,
transportation technology, customer interaction and the
level of settlements. It is advisable to evaluate the
performance of ATC at the following stages:
 Formation of objectives for the assessment of
operational qualities;
 To determine the scope of indicators for the
assessment of operational qualities;
 Coordination of units of measurement of its
individual indicators for the quantitative
assessment of operational qualities of road
transport enterprises;
 Bringing the selected indicators to a single unit
of measurement;
 Determine the minimum level of operational
qualities that can provide the required volume
of passenger traffic on regular routes served by
the bus company;
 Calculation of the level of operational quality
on the basis of minimum values of indices of
technical and operational indicators in certain
sections.
We select the main technical and operational
indicators used to determine the volume of passenger
traffic for bus companies.
𝑸 =
Тн ⋅ 𝑽э ⋅ 𝜷 ⋅ 𝒒 ⋅ 𝜸с ⋅ Ас ⋅ 𝜶в ⋅ Дк
𝒍й (1)
As can be seen from Formula 1, the technical and
operational indicators that are functionally related to the
carrying capacity are:
1. Q– annual traffic volume, tn, passenger;
2. Тн– average daily working hours of cars, hours;
3. Vэ–average operating speed, km / h;
4. – average distance utilization factor;
5. q– average passenger capacity of cars,
passenger;
6. c– average passenger capacity utilization
factor;
7. Ас – the average number of cars on the list;
8. в – average park utilization rate;
9. Дк –number of calendar days;
10. lй– The average carrying distance of a
passenger, km;
Although the size of the vehicle fleet has a
certain effect on the performance of the bus company on
certain routes, it is not directly related to the traffic on
the route. Because the stability of the operational
qualities of the enterprise does not always depend on the
size of its fleet. Also, since the calendar days are the
same for everyone, As and Dk are not taken into account
in subsequent calculations in order to simplify the
matter.
In our example, we will form a group of 7
technical and operational indicators on the example of
bus routes Number 2 in Tashkent, and for the simplicity
and clarity of our calculations, we will select a group of
technical and operational indicators directly related to
the volume of traffic (Table 1).
To calculate the typical operational quality
index, we determine the best of the indicators in this
table. In determining the best technical and operational
International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962
Volume-11, Issue-1 (February 2021)
www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22
164 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
indicators, based on the logic of the above statement,
attention is paid to how big the speed is and how small
the denominator is.
Table 1: The main technical and operational indicators of bus routes Number 2 in Tashkent (2019 year)1
№ Indicator
Measure
ment unit.
М-14 М-17 М-24 М-60 М-63 М-72 М-89 М-96
1. Тн hour 13,500 11,900 14,100 12,600 12,300 13,500 14,000 13,000
2. Vэ km/h 19,700 22,000 21,700 20,500 20,200 18,200 18,500 20,700
3. q passenger. 25,130 24,630 26,120 26,080 25,310 26,010 24,210 25,510
4. lй km 5,580 5,590 5,590 5,590 5,590 5,580 6,080 5,570
5.  - 0,910 0,901 0,946 0,962 0,901 0,934 0,951 0,952
6. c - 0,580 0,509 0,611 0,811 0,567 0,420 0,471 0,710
7. в - 0,740 0,700 0,750 0,660 0,520 0,820 0,600 0,660
For the quantitative assessment of the operational
qualities of the ATC, its unit of individual indicators is
coordinated. The selection of indicators should be based
on the following principles:
 The principle of complexity. This principle
determines the need to take into account the
impact of individual indicators on the overall
system;
 The principle of reasonable proportionality of
indicators - involves the maintenance of a
certain balance between individual indicators
and their groups. Unreasonable overestimation
or underestimation of the importance of certain
indicators can lead to errors in the formation of
the evaluation system and in drawing
conclusions;
 The principle of ordering the system of
indicators - represents the possibility of
expanding or reducing the range of indicators,
depending on the goals and objectives of the
assessment.
 The principle of comparison of indicators. The
fact that the indicators used in the assessment of
the level of operational stability are obtained in
different time and methods, as well as the
diversity of units of measurement should be
able to compare them in all parts of the system
under study. In this case, the following
requirements are set for the indicators:
a) logical interaction with the laws of scientific and
technological development;
b) scientific validity and objectivity;
c) simplicity and ease of calculation;
d) accuracy and uniform interpretation of the results
obtained;
e) the preservation of the content of indicators for a
certain period of time, etc.
The selected parameters are converted into a
single unit of measurement. As can be seen from the data
in Table 1, the units of measurement of the given
technical and operational indicators are different. To
bring them to the same appearance, that is, to the
coefficients, we calculate the index of each technical-
operational indicator relative to their best (Table 2).
Table 2: Index of technical and operational indicators of bus routes Number 2 in Tashkent (2019 year)1
№ Indicator
Measurement
unit
М-14 М-17 М-24 М-60 М-63 М-72 М-89 М-96
1. Тн hour 0,957 0,844 1,000 0,894 0,872 0,957 0,993 0,922
2. Vэ km/hour 0,895 1,000 0,986 0,932 0,918 0,827 0,841 0,941
3. q passenger 0,962 0,943 1,000 0,998 0,969 0,996 0,927 0,977
4. lй km 0,998 0,996 0,996 0,996 0,996 0,998 0,916 1,000
1
&
2
Source: Bus Enterprise Report Number 2
International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962
Volume-11, Issue-1 (February 2021)
www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22
165 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
5.  - 0,946 0,937 0,983 1,000 0,937 0,971 0,989 0,990
6. c - 0,715 0,628 0,753 1,000 0,699 0,518 0,581 0,875
7. в - 0,902 0,854 0,915 0,805 0,634 1,000 0,732 0,805
The lowest levels of operational quality of bus
routes are selected and calculated on the basis of the
minimum values of indices of technical and operational
indicators.
Кэсн = 𝑎𝑖
𝑚
𝑖=1
𝑘𝑖 (2)
Where:
Кэсн–the level of standard operational qualities of bus
routes under given conditions;аi – i-technical and
operational performance weight; ki - i-technical and
operational index.
To determine the weight (quantity) of each
technical and operational indicators, an intermediate
equation is formed on the basis of their average values:
𝑘′𝑖𝑥 = 1 (3)
0,844х+0,827x+0,927x+0,916x+0,937x+0,518x+0,634x
=1
5,603х=1; х=0,178;
where: а1=0,844*0,178=0,150;
а2=0,827*0,178=0,147;
а3=0,927*0,178=0,165
а4=0,916*0,178=0,163;
а5=0,937*0,178=0,167;
а6=0,518*0,178=0,092;
а7=0,634*0,178=0,113.
Кэсн=0,150Тн+0,147Vэ+0,165q+0,163lй+0,167+0,092c
+0,113в=0,826 (4)
From the result obtained by using expression 4,
it can be seen that the bus company Number 2 cannot
reduce the level of operational quality on the routes it
serves from 0.826, otherwise it will not be able to carry
out the required volume of passenger traffic.
Given that the maximum value of the level of
operational qualities at the intersection of routes is 1 (of
course, the probability of this is very low) and the
minimum level is 0.826, it is possible to calculate the
level of utilization of available capacity in each
direction, ie the level of utilization of operational
qualities:
𝐼э𝑐 =
Кэс−Кэсн
𝟏−Кэсн
× 100, (4)
Table 3: Operational qualities and capacity utilization potential of bus routes Number 2 in Tashkent
Indicator name М-24 М-60 М-96 М-72 М-14 М-17 М-89 М-63
Кэс 0,957 0,952 0,937 0,928 0,920 0,901 0,875 0,880
𝑰э𝒄, % 75,3 72,4 63,8 58,6 54,0 43,1 28,2 31,0
The probable level of utilization of the potential
of operational qualities due to changes in one or another
technical and operational indicators can be determined
by experts in the form of points. Evaluation intervals can
be set symmetrically. We propose to assess the situation
at a five-point frequency:
 the lowest - less than 20.0%;
 unsatisfactory - from 21.0% to 40.0%;
 satisfactory - from 41.0% to 60%
 good - from 61% to 75%;
 higher than 81%.
As can be seen from Table 3, the M-24 route has the
highest operational quality, with a utilization rate of
75.3%. The lowest level of utilization of operational
qualities is observed in the M-89 and M-63 routes.
Based on the analysis of the evaluation results, it
can be concluded that the bus company has sufficient
reserves to improve the level of operational quality in all
the studied routes.
The convenience of this assessment method is
that:
 Outcome indicator - an indicator of the stability
of operational qualities Kes has a complex
description, taking into account the impact of
technical and operational indicators;
 Free from the influence of subjective factors, as
it is assessed on the basis of available accurate
data;
 It is easy to determine the effectiveness of
measures to improve the aggregate and
individual indicators of evaluation.
Changes in technical performance indicators are
monitored on the basis of identifying the risks associated
with the decline in the level of operational quality and
comparing the established calculation values of their
change assessment with a set of standard indicators. If
the current indicators are outside the scope of the model
indicators, it requires prompt management decisions to
rectify the situation.
The methodology for assessing the level of
operational qualities and utilization of its potential
allows to solve three main interrelated tasks: panoramic
International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962
Volume-11, Issue-1 (February 2021)
www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22
166 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
monitoring of the actual condition of technical and
operational indicators, their assessment and monitoring
of compliance with the required values, as well as
identify problems with declining operational quality .
II. CONCLUSION
The author's approach to the formation of
operational qualities of public transport services in this
article serves as an integral assessment of the criteria for
determining the operational quality of such transport
services and the quantitative indicators that represent
them. Then, at a given time, the assessment of the
activities of public transport operators operating in
different regions, based on the social significance of
public transport services, can be used by the state in the
fair distribution of special benefits and subsidies to
transport operators, regardless of ownership.
REFERENCES
[1] Chudakov E.A. (1959). Theory and design of the car.
Moscow, pp. 2-3.
[2] Ilairanov V.A., Morin M.M., Srgeev N.M., Farobin
Ya.U., Shuplyakov V.S., & Yurchevsky A.A. (1979).
Theory and design of the car. Moscow, pp. 3-8.
[3] Artamonov M.D., Ilarionov V.A., & Morin M.M.
(1986). Theory of the automobile and Grishkevich A.I.,
Automobiles: Theory. Minsk, pp. 7-8.
[4] Litvinov A.S. & Farobin Ya.E.. (1989). Automobile:
Theory of operational properties. Moscow, pp. 5-6.
[5] Smirnov G.A.. (1990). Theory of the movement of
wheeled machines. Moscow, pp. 4-5.
[6] Yakovlev N.A. & Divakov N.V. (1962). Car theory.
Moscow, pp. 4-5.
[7] Aleksandrov A.E. (2008). Calculation and
optimization of transport systems using models.:
(Theoretical foundations, methodology) diss. Doctor of
Engineering Sciences-Yekaterinburg, pp. 5-6.
[8] Zubina V.A., Alakin V.M., Ponomarev A.I., &
Sadkovsky B.P. (2015). An overview of the designs and
applications of pneumatic suspensions on trucks. Actual
Problems of the Humanities and Natural Sciences, 10-
15.

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Methodological Approach to the Formation and Evaluation of the Quality of Operation of Urban Public Transport Services

  • 1. International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962 Volume-11, Issue-1 (February 2021) www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22 161 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. Methodological Approach to the Formation and Evaluation of the Quality of Operation of Urban Public Transport Services Togaev Golibjon Sharifovich Тоғаев PhD Student, Tashkent State University of Transportation, Tashkent City, UZBEKISTAN Corresponding Author: golibjon.togaev@mail.ru ABSTRACT In this work, the theoretical aspects of the formation of operational qualities of rolling stock used in urban public transport, its services on the basis of operational characteristics are studied, and a methodology for assessing the operational quality of real routes served by bus companies is proposed. Keywords-- Urban Public Transport, Rolling Stock, Operational Characteristics, Operational Quality, Technical and Operational Quality, Commercial Operational Quality, Level of Utilization of Operational Quality Potential I. INTRODUCTION There are a number of requirements set by consumers for the provision of public transport services to the population. These include the fact that the services provided are safe, reliable, fast, regular, inexpensive, convenient, complete, and so on. All the requirements of modern quality public transport can be summed up in one sentence: “Passengers have access to safe, cheap, fast, convenient and guaranteed transport service at any time, from any area to any destination”. Currently, the high rates of automation and the rapid use of private vehicles are leading to a decrease in traffic speeds in cities and, as a result, an increase in the time spent by the population on transport. Therefore, the main criterion for the development of public transport in cities today is to reduce the time spent by passengers to reach their destinations. In today's consumer-oriented economic environment, the population should be given the opportunity to choose a wide range and flexible modes of transport. The city needs not only a network of fast- moving and developed routes, but also a high level of service quality. The main factor that motivates passengers to choose a particular route and mode of transport is the speed of movement, which characterizes the operational quality of transport services, a set of technical and operational indicators required to ensure its required level. In an environment where consumer demands are not limited, it is a very difficult task to assess what the high level of quality of transport services should be. However, it will be possible to achieve certain levels of satisfaction of these requirements. The level of continuous and effective achievement of the optimal level of satisfaction of these unlimited requirements determines the operational qualities of road transport services. Operational qualities of road transport services are a complex concept and are described differently in different scientific sources. Due to this, the disclosure of the essence of this category is of scientific and practical importance. The term “operational qualities of the car” was first introduced to science in 1928 by academician A. Chudakov. Taking into account the specific features of the car, the scientist is based on the need to determine its design perfection not by a single generalized quality, but by a separate set of indicators that represent its performance, stability, controllability, smoothness of movement, ease of maintenance, capacity, walking reserve, weight utilization, dimensional use and maneuverability. In addition, the durability of the car, its adaptability to loading and unloading, the level of active and passive safety, the period of movement of the vehicle during maintenance, the scope of maintenance, moisture and dust protection of the body or cabin, vibration protection, heating and ventilation system There are also operational qualities such as efficiency. As a result of our analytical work, many researchers have applied the terms operational quality and operational characteristics directly to the design features and performance of vehicles, and it has been shown that the similarities and differences between these concepts are not sufficiently explained. For example, in a number of works the terms of operational characteristics, and in some of them the terms of operational qualities are widely used. An operational feature is a change in the position or space of a vehicle in a unit of time due to external or internal influences on one or more functionally integrated structural elements. Operational quality, on the other hand, arises from a combination of certain design features of road transport and is an indicator that characterizes the level of advantage or superiority of a car in a particular operating condition. Quality of any product or service is a set of features that indicate its ability to meet certain needs in
  • 2. International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962 Volume-11, Issue-1 (February 2021) www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22 162 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. accordance with its function.If we focus on the vehicle as a product, this definition applies to it as well. The quality of transport services can be defined as the level of maximum satisfaction of consumer aggregate requirements for transport services provided under certain operating conditions. Figure 1: Structural mechanism of ensuring the operational quality of bus services
  • 3. International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962 Volume-11, Issue-1 (February 2021) www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22 163 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. The provision of road transport services is a process of selling labor, and the quality of service is determined by the quality of the performance of this work, that is, the quality of work performed at all times can not provide quality service. Ensuring the quality of service processes by transport operators is directly related to the quality of the vehicles that are the subject of their work. Thus, while the operational qualities of vehicles are a separate category, the activity of the transport system is also a component that ensures the operational qualities, in some of which the quality of transport services is formed. In this regard, the operational qualities of transport as a service sector, in turn, are divided into technical-operational and commercial qualities. Technical and operational quality of road transport is the ability to continuously fully meet the technical and technological condition of vehicles at the disposal of transport operators in the maximum satisfaction of consumer aggregate requirements for transport services. The commercial operational quality of road transport services is the ability to achieve the optimal level of meeting the overall consumer demand for transport services. The properties of structural elements form a systematic link with the relevant operational qualities, which in turn depends on the operational performance of road transport, which affects the value of transport costs. Thus, the final product of the transport system - the quality of transport services and related costs depends on the operational qualities of the rolling stock, which is the main means of labor, and, of course, the technical and commercial operation that performs them optimally (Picture 1). The operational characteristics of public transport services on buses are a dynamic process that requires an approach to determining its quality levels, taking into account various factors. We can conditionally divide such factors into static and dynamic parts. At the same time, there is a need to systematize the indicators of dynamic processes in terms of levels of importance, to develop methods for determining the most optimal options for them, taking into account the characteristics of a particular time and region conditions. Operational qualities depend objectively on external environmental factors: natural and climatic conditions, location of population and productive forces, transport, financial and credit, tax, valuation and social policies of the state, to which ATCs are not able to influence. Internal factors are directly related to the enterprise, which depends on the organization of production, personnel and management system, logistics, service, fleet structure, entrepreneurial ability, transportation technology, customer interaction and the level of settlements. It is advisable to evaluate the performance of ATC at the following stages:  Formation of objectives for the assessment of operational qualities;  To determine the scope of indicators for the assessment of operational qualities;  Coordination of units of measurement of its individual indicators for the quantitative assessment of operational qualities of road transport enterprises;  Bringing the selected indicators to a single unit of measurement;  Determine the minimum level of operational qualities that can provide the required volume of passenger traffic on regular routes served by the bus company;  Calculation of the level of operational quality on the basis of minimum values of indices of technical and operational indicators in certain sections. We select the main technical and operational indicators used to determine the volume of passenger traffic for bus companies. 𝑸 = Тн ⋅ 𝑽э ⋅ 𝜷 ⋅ 𝒒 ⋅ 𝜸с ⋅ Ас ⋅ 𝜶в ⋅ Дк 𝒍й (1) As can be seen from Formula 1, the technical and operational indicators that are functionally related to the carrying capacity are: 1. Q– annual traffic volume, tn, passenger; 2. Тн– average daily working hours of cars, hours; 3. Vэ–average operating speed, km / h; 4. – average distance utilization factor; 5. q– average passenger capacity of cars, passenger; 6. c– average passenger capacity utilization factor; 7. Ас – the average number of cars on the list; 8. в – average park utilization rate; 9. Дк –number of calendar days; 10. lй– The average carrying distance of a passenger, km; Although the size of the vehicle fleet has a certain effect on the performance of the bus company on certain routes, it is not directly related to the traffic on the route. Because the stability of the operational qualities of the enterprise does not always depend on the size of its fleet. Also, since the calendar days are the same for everyone, As and Dk are not taken into account in subsequent calculations in order to simplify the matter. In our example, we will form a group of 7 technical and operational indicators on the example of bus routes Number 2 in Tashkent, and for the simplicity and clarity of our calculations, we will select a group of technical and operational indicators directly related to the volume of traffic (Table 1). To calculate the typical operational quality index, we determine the best of the indicators in this table. In determining the best technical and operational
  • 4. International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962 Volume-11, Issue-1 (February 2021) www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22 164 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. indicators, based on the logic of the above statement, attention is paid to how big the speed is and how small the denominator is. Table 1: The main technical and operational indicators of bus routes Number 2 in Tashkent (2019 year)1 № Indicator Measure ment unit. М-14 М-17 М-24 М-60 М-63 М-72 М-89 М-96 1. Тн hour 13,500 11,900 14,100 12,600 12,300 13,500 14,000 13,000 2. Vэ km/h 19,700 22,000 21,700 20,500 20,200 18,200 18,500 20,700 3. q passenger. 25,130 24,630 26,120 26,080 25,310 26,010 24,210 25,510 4. lй km 5,580 5,590 5,590 5,590 5,590 5,580 6,080 5,570 5.  - 0,910 0,901 0,946 0,962 0,901 0,934 0,951 0,952 6. c - 0,580 0,509 0,611 0,811 0,567 0,420 0,471 0,710 7. в - 0,740 0,700 0,750 0,660 0,520 0,820 0,600 0,660 For the quantitative assessment of the operational qualities of the ATC, its unit of individual indicators is coordinated. The selection of indicators should be based on the following principles:  The principle of complexity. This principle determines the need to take into account the impact of individual indicators on the overall system;  The principle of reasonable proportionality of indicators - involves the maintenance of a certain balance between individual indicators and their groups. Unreasonable overestimation or underestimation of the importance of certain indicators can lead to errors in the formation of the evaluation system and in drawing conclusions;  The principle of ordering the system of indicators - represents the possibility of expanding or reducing the range of indicators, depending on the goals and objectives of the assessment.  The principle of comparison of indicators. The fact that the indicators used in the assessment of the level of operational stability are obtained in different time and methods, as well as the diversity of units of measurement should be able to compare them in all parts of the system under study. In this case, the following requirements are set for the indicators: a) logical interaction with the laws of scientific and technological development; b) scientific validity and objectivity; c) simplicity and ease of calculation; d) accuracy and uniform interpretation of the results obtained; e) the preservation of the content of indicators for a certain period of time, etc. The selected parameters are converted into a single unit of measurement. As can be seen from the data in Table 1, the units of measurement of the given technical and operational indicators are different. To bring them to the same appearance, that is, to the coefficients, we calculate the index of each technical- operational indicator relative to their best (Table 2). Table 2: Index of technical and operational indicators of bus routes Number 2 in Tashkent (2019 year)1 № Indicator Measurement unit М-14 М-17 М-24 М-60 М-63 М-72 М-89 М-96 1. Тн hour 0,957 0,844 1,000 0,894 0,872 0,957 0,993 0,922 2. Vэ km/hour 0,895 1,000 0,986 0,932 0,918 0,827 0,841 0,941 3. q passenger 0,962 0,943 1,000 0,998 0,969 0,996 0,927 0,977 4. lй km 0,998 0,996 0,996 0,996 0,996 0,998 0,916 1,000 1 & 2 Source: Bus Enterprise Report Number 2
  • 5. International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962 Volume-11, Issue-1 (February 2021) www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22 165 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. 5.  - 0,946 0,937 0,983 1,000 0,937 0,971 0,989 0,990 6. c - 0,715 0,628 0,753 1,000 0,699 0,518 0,581 0,875 7. в - 0,902 0,854 0,915 0,805 0,634 1,000 0,732 0,805 The lowest levels of operational quality of bus routes are selected and calculated on the basis of the minimum values of indices of technical and operational indicators. Кэсн = 𝑎𝑖 𝑚 𝑖=1 𝑘𝑖 (2) Where: Кэсн–the level of standard operational qualities of bus routes under given conditions;аi – i-technical and operational performance weight; ki - i-technical and operational index. To determine the weight (quantity) of each technical and operational indicators, an intermediate equation is formed on the basis of their average values: 𝑘′𝑖𝑥 = 1 (3) 0,844х+0,827x+0,927x+0,916x+0,937x+0,518x+0,634x =1 5,603х=1; х=0,178; where: а1=0,844*0,178=0,150; а2=0,827*0,178=0,147; а3=0,927*0,178=0,165 а4=0,916*0,178=0,163; а5=0,937*0,178=0,167; а6=0,518*0,178=0,092; а7=0,634*0,178=0,113. Кэсн=0,150Тн+0,147Vэ+0,165q+0,163lй+0,167+0,092c +0,113в=0,826 (4) From the result obtained by using expression 4, it can be seen that the bus company Number 2 cannot reduce the level of operational quality on the routes it serves from 0.826, otherwise it will not be able to carry out the required volume of passenger traffic. Given that the maximum value of the level of operational qualities at the intersection of routes is 1 (of course, the probability of this is very low) and the minimum level is 0.826, it is possible to calculate the level of utilization of available capacity in each direction, ie the level of utilization of operational qualities: 𝐼э𝑐 = Кэс−Кэсн 𝟏−Кэсн × 100, (4) Table 3: Operational qualities and capacity utilization potential of bus routes Number 2 in Tashkent Indicator name М-24 М-60 М-96 М-72 М-14 М-17 М-89 М-63 Кэс 0,957 0,952 0,937 0,928 0,920 0,901 0,875 0,880 𝑰э𝒄, % 75,3 72,4 63,8 58,6 54,0 43,1 28,2 31,0 The probable level of utilization of the potential of operational qualities due to changes in one or another technical and operational indicators can be determined by experts in the form of points. Evaluation intervals can be set symmetrically. We propose to assess the situation at a five-point frequency:  the lowest - less than 20.0%;  unsatisfactory - from 21.0% to 40.0%;  satisfactory - from 41.0% to 60%  good - from 61% to 75%;  higher than 81%. As can be seen from Table 3, the M-24 route has the highest operational quality, with a utilization rate of 75.3%. The lowest level of utilization of operational qualities is observed in the M-89 and M-63 routes. Based on the analysis of the evaluation results, it can be concluded that the bus company has sufficient reserves to improve the level of operational quality in all the studied routes. The convenience of this assessment method is that:  Outcome indicator - an indicator of the stability of operational qualities Kes has a complex description, taking into account the impact of technical and operational indicators;  Free from the influence of subjective factors, as it is assessed on the basis of available accurate data;  It is easy to determine the effectiveness of measures to improve the aggregate and individual indicators of evaluation. Changes in technical performance indicators are monitored on the basis of identifying the risks associated with the decline in the level of operational quality and comparing the established calculation values of their change assessment with a set of standard indicators. If the current indicators are outside the scope of the model indicators, it requires prompt management decisions to rectify the situation. The methodology for assessing the level of operational qualities and utilization of its potential allows to solve three main interrelated tasks: panoramic
  • 6. International Journal of Engineering and Management Research e-ISSN: 2250-0758 | p-ISSN: 2394-6962 Volume-11, Issue-1 (February 2021) www.ijemr.net https://doi.org/10.31033/ijemr.11.1.22 166 This Work is under Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. monitoring of the actual condition of technical and operational indicators, their assessment and monitoring of compliance with the required values, as well as identify problems with declining operational quality . II. CONCLUSION The author's approach to the formation of operational qualities of public transport services in this article serves as an integral assessment of the criteria for determining the operational quality of such transport services and the quantitative indicators that represent them. Then, at a given time, the assessment of the activities of public transport operators operating in different regions, based on the social significance of public transport services, can be used by the state in the fair distribution of special benefits and subsidies to transport operators, regardless of ownership. REFERENCES [1] Chudakov E.A. (1959). Theory and design of the car. Moscow, pp. 2-3. [2] Ilairanov V.A., Morin M.M., Srgeev N.M., Farobin Ya.U., Shuplyakov V.S., & Yurchevsky A.A. (1979). Theory and design of the car. Moscow, pp. 3-8. [3] Artamonov M.D., Ilarionov V.A., & Morin M.M. (1986). Theory of the automobile and Grishkevich A.I., Automobiles: Theory. Minsk, pp. 7-8. [4] Litvinov A.S. & Farobin Ya.E.. (1989). Automobile: Theory of operational properties. Moscow, pp. 5-6. [5] Smirnov G.A.. (1990). Theory of the movement of wheeled machines. Moscow, pp. 4-5. [6] Yakovlev N.A. & Divakov N.V. (1962). Car theory. Moscow, pp. 4-5. [7] Aleksandrov A.E. (2008). Calculation and optimization of transport systems using models.: (Theoretical foundations, methodology) diss. Doctor of Engineering Sciences-Yekaterinburg, pp. 5-6. [8] Zubina V.A., Alakin V.M., Ponomarev A.I., & Sadkovsky B.P. (2015). An overview of the designs and applications of pneumatic suspensions on trucks. Actual Problems of the Humanities and Natural Sciences, 10- 15.