ANALYSIS OF VISITOR DENSITY INFLUENCE ON PARKING LOT IN KEDUNGMUNDU MARKET, SEMARANG CITY
Kemmala Dewi*, Aris Krisdiyanto, Fajar Ridho Heriyono,
Ariel Kriswandatu, Althea Serafim Kriswandaru
University of 17 August 1945
Semarang, Indonesia
E-mail: [email protected]*
Article
Information |
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ABSTRACT |
Received:
January 13, 2023 Revised:
January 24, 2023 Approved: February 18, 2023 Online: February 24, 2023 |
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Kedungmundu Market is one of the environmental markets which is
strategically located in the Tembalang district, Semarang city. The high
activity at Kedungmundu Market causes an increase in the volume of vehicles
entering and leaving Kedungmundu Market at certain hours, so that many
vehicles find it difficult to find a place to park. Parking problems, both
on-street parking and off-street parking are very important to be studied
more deeply so that they can serve according to parking needs. The purpose
of this study is to analyze visitor density influence on parking lot in Kedungmundu market. The method used in the study is quantitative research. The required parking space must be available adequately, the greater the
volume of traffic that is active either leaving or going to the center of
activity, the greater the need for parking space. From the results of parking
measurements will be able to know the characteristics of parking at that
location for example peak hours, average length of parking, parking effectiveness
and others. From the results of parking
measurements will be able to know the characteristics of parking at that
location for example peak hours, average length of parking, parking
effectiveness and others. |
Keywords |
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Feasibility Study; Parking Lot; Parking Characteristics |
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INTRODUCTION
Kedungmundu
market or commonly known as Kapling market is one of the environmental markets
in the Tembalang sub-district, Semarang city. Kedungmundu Market is located
right on the edge of Jalan Raya Kedungmundu, Sendangguwo Village, Tembalang
District, Semarang City. This market was built in 1977 on an area of 2,120 m²
with a building area of 1,947 m² and began operating 2 years later in 1979.
Kedungmundu Market has 19 plots of kiosks, 154 plots of booths, and 71 plots of
pancaan with a total plot area of 1,872 m², for a parking area of 60 m²,
and an area of public facilities of 15 m². The location of Kedungmundu Market
is very strategic because it can be reached by residents of the Sendangguwo
Village which has a total population of 23,567 people and is directly adjacent
to the Tandang Village which has a population density of 24. 723 people (Susilowati, 2017). In
addition, this market is right in front of Jalan Raya Kedungmundu where the
road is traversed by public transportation and the main roads for vehicles
outside the urban village area.
The
Kedungmundu Market has a visitor density with the number of attractions caused
by the activities at the Kedungmundu Market, so that the required parking area
and infrastructure that will be needed must also be balanced and adjusted to
the characteristics of the parking lot to support the needs of facilities at
the Kedungmundu Market (Brotosunaryo et al., 2013).
Parking
according to the Road Traffic and Transportation Act No. 22 of 2009 Article 1
paragraph 15 parking is a condition where the vehicle stops or does not move
for a while and is abandoned by the driver (Indonesia, 2009).
Included in the meaning of parking is any vehicle that stops at certain places
whether indicated by signs or not, and not solely for the purpose of loading
and unloading people or goods (Utomo, 2013).
Parking
is stopping and storing vehicles (cars, motorbikes, bicycles, and so on) for a
while in a certain space (Johannes et al., 2022).
This space can be in the form of a roadside, garage or yard that is provided to
accommodate the vehicle. In transportation parking
activities have an important role, namely: parking as a place to stop vehicles
for a while and parking as a place to stop vehicles for a long or short period
of time depending on circumstances and needs (Aglesia, 2019). Moreover, parking policies
must always be considered in terms of their influence on land use and
transportation policies (Alexander, 2021).
As
stated by (Kurniawan & Sriharyani, 2019; Lukman & Zaki,
2017; Pramono, 2018)
regarding the balance of parking lots and facilities and infrastructure.
Ideally, an area should provide adequate parking areas so that it can
accommodate the volume of parked vehicles and a good arrangement of parking
areas (Pamungkas et al., 2022; Putri & Budiarnaya, 2022). In
order to reduce vehicle parking disorder so that users can park comfortably and
safely without disturbing the activities of Jalan Raya Kedungmundu. The purpose of making this
Final Project is to analyzethe density of visitors to the parking lot that
occurs every day and find a solution to the problem are; (1) analyze
the current conditions and characteristics of parking at Kedungmundu Market, (2) calculating
the capacity and need for parking space at Kedungmundu Market, (3) analyzing
parking activities at Kedungmundu Market affecting traffic flow on Jl.
Kedungmundu Raya
METHODS
The research method is part
of a method that is more focused on procedures and tools that are useful for
obtaining supporting data accompanied by implementation steps from the
beginning of the research to the end of the research (Sugiyono, 2015). The
research method is a unified system in research that guides the implementation
of research, so that the research process runs in a clear and systematic
manner.
The research method will
describe the steps to be taken in accordance with the approach method to be
used, methods for collecting data both primary and secondary, data analysis
methods which aims to process the data obtained so that output data can be
produced in accordance with the formulation of the problem (Creswell, 2010). To
ensure that research does not deviate from the formulation of the problem,
research must be based on the research flow chart that has been made.
The research was conducted
for 4 days, namely Friday 3 June 2022, Saturday 4 June 2022, Sunday 5 June
2022, and Monday 6 June 2022 during the 9 hours survey according to market
operations, carried out at the following hours: 06.30 - 07.30, 07.30 – 08.30,
08.30 – 09.30, 09.30 – 10.30, 10.30 – 11.30, 11.30 – 12.30, 12.30 – 13.30,
13.30 – 14.30, 14.30 – 15.30 WIB. The choice of time for this research is
because these hours are effective hours for visitors to the Kedungmundu market.
RESULTS
To
meet basic needs and economic turnover it is necessary. The market is a wheel
of economic rotation, therefore the market cannot be separated from the parking
problem. The selection of parking locations can be seen from the
characteristics, parking space requirements and not disturbing road activities.
Then it is necessary to analyze parking characteristics which include parking
volume, parking accumulation, average parking duration, parking capacity,
parking index, parking turnover and parking provision and road capacity. So
that the available parking can provide comfort, security, and highway
activities for Kedungmundu Market parking users.
Characteristics
of Parking
Parking
characteristics consist of parking accumulation, parking volume, parking turn
over, parking index, parking duration, and parking capacity. This parking
characteristic data will be indispensable for analyzing operational conditions
and designing parking area developmentsat
the study location.
Parking
Volumes
Parking
volume is the total number of vehicles using parking space facilities in a
particular parking lot and at a certain time, usually counted in the number of
vehicles parked in one day (Hobbs, 1995).
...........................(1)
Where:
VP : Parking volume
Ei : The
number of vehicles entering the parking lot/building in the period
N : Vehicles that have been parked before the
survey time
Table
1. Recap of Incoming and Outgoing Parking Volumes
Vehicles |
Peak time June, 3 2022 |
Peak time June, 4 2022 |
Peak time June, 5 2022 |
Peak time June, 6 2022 |
||||
Morning |
Afternoon |
Morning |
Afternoon |
Morning |
Afternoon |
Morning |
Afternoon |
|
Motorcycle |
52 |
25 |
58 |
28 |
66 |
27 |
49 |
37 |
Car |
6 |
2 |
7 |
4 |
11 |
5 |
8 |
5 |
Truck |
6 |
4 |
7 |
3 |
8 |
3 |
8 |
3 |
Numbers |
64 |
31 |
72 |
35 |
85 |
35 |
65 |
45 |
Total |
|
|
|
432 |
|
|
|
|
Vehicles |
Peak time June, 3 2022 |
Peak time June, 4 2022 |
Peak time June, 5 2022 |
Peak time June, 6 2022 |
||||
Morning |
Afternoon |
Morning |
Afternoon |
Morning |
Afternoon |
Morning |
Afternoon |
|
Motorcycle |
42 |
20 |
49 |
23 |
62 |
25 |
43 |
18 |
Car |
5 |
2 |
8 |
4 |
12 |
8 |
8 |
6 |
Truck |
6 |
3 |
9 |
4 |
8 |
8 |
8 |
3 |
Numbers |
53 |
25 |
66 |
31 |
86 |
59 |
59 |
27 |
Total |
|
|
|
377 |
|
|
|
|
Parking
Accumulation
Parking accumulation is
parking accumulation is the number of vehicles parked during a certain period
(Hobbs, 1974). Calculation of accumulated parking can use the equation as
below.
Accumulation =
X + Ei – Ex……(2)
Where :
Ei : Entry (number of vehicles entering the
parking location)
Ex : Exit (vehicle leaving at the parking
location)
X : The
number of existing vehicles
Table 2. Accumulated parking
Vehicles |
Peak time June, 3 2022 |
Peak time June, 4 2022 |
Peak time June, 5 2022 |
Peak time June, 6 2022 |
||||
Morning |
Afternoon |
Morning |
Afternoon |
Morning |
Afternoon |
Morning |
Afternoon |
|
Motorcycle |
32 |
38 |
36 |
47 |
33 |
39 |
21 |
30 |
Car |
3 |
3 |
6 |
4 |
3 |
5 |
2 |
3 |
Truck |
2 |
1 |
4 |
2 |
2 |
1 |
1 |
1 |
Numbers |
37 |
42 |
46 |
53 |
36 |
45 |
24 |
34 |
Total |
|
|
|
317 |
|
|
|
|
Parking Duration
Parking
duration is the length of time a vehicle is parked in a parking space in units
of time. The length of parking depends on the purpose of a trip made. The
parking time span is expressed in hours/vehicle. Parking duration is calculated
by the formula:
Average
parking duration =
…………(3)
Table 3. Parking duration
Vehicles |
Parking Time Average
(minute/ vehicle) |
||||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
Average |
|
Motorcycle |
23 |
28 |
43 |
37 |
33 |
Car |
47 |
40 |
55 |
70 |
53 |
Truck |
61 |
45 |
61 |
71 |
61 |
Parking
Capacity
Parking space capacity can be
interpreted as the maximum number of vehicles that can be parked in a parking
facility in certain time units and conditions. Parking space capacity is a
value that expresses the total number of vehicles including parking load,
namely the number of vehicles per certain period of time which usually uses
units per hour or per day. The formula used to express parking capacity is:
KP = ………………….(4)
Where:
KP : Parking capacity
(vehicle/hour)
S : Number of parking lots (number plot)
D : Average length of parking (hours/vehicle)
Table 4. Parking capacity
Vehicles |
Parking Capacity
(minute/ vehicle) |
|||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
|
Motorcycle |
426 |
345 |
228 |
261 |
Car |
9 |
11 |
8 |
6 |
Truck |
5 |
7 |
8 |
4 |
Numbers |
449 |
363 |
241 |
271 |
Total |
|
1315 |
|
|
Parking
Index (IP)
Parking
index is
the ratio between parking accumulation and parking capacity. This parking index
value can show how much parking capacity is filled. To determine parking needs,
it can be seen from the parking peak time and parking index. When compared with
normal capacity, it can be seen how much demand can be met by the available
parking infrastructure, whether
or not to accommodate parked vehicles, can be formulated as follows:
IP = ………… (5)
As a guideline the value of
IP is:
IP value > 1 means that the need for
parking exceeds the capacity / number of parking lots.
IP value < 1 means that the need for parking
is below the capacity / number of parking lots.
The value of IP = 1 means
that the need for parking is balanced by the capacity / number of parking lots.
Table 5. Parking index
Vehicles |
Parking Time Average
(minute/ vehicle) |
|||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
|
Motorcycle |
0.046 |
0.055 |
0.008 |
0.065 |
Car |
0.22 |
0.092 |
0.625 |
0.17 |
Truck |
0.2 |
0 |
0 |
0.25 |
Parking Change
Levelparking turn over is a number
indicating the level of use of parking space, which is obtained by dividing the
number of parked vehicles by the parking area/number of parking plots for a
certain period (Hobbs, 1995). The formula used for parking turnover is:
……………(6)
Where :
TR : Number of parking turnover (vehicle/SRP/hour)
Nt :
The total number of vehicles during the time survey (vehicle)
S :
Number of available parking lots research location
Ts : Length of analysis period/time survey (hours)
Table
6. Parking change
Vehicles |
Parking Change
(vehicle/ SRP/ hour) |
|
|||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
Average |
|
Motorcycle |
0.144 |
0.158 |
0.188 |
0.167 |
0.1643 |
Car |
0.381 |
0.460 |
0.825 |
0.683 |
0.5873 |
Truck |
0.555 |
0.622 |
0.688 |
0.666 |
0.633 |
Parking Provision
Provision of parking (parking
supply) or the ability to provide parking is the size limit of the number of
vehicles that
can be accommodated for a certain period of time (during the survey time). The
formula used to express parking provision is as follows:
………(7)
Where :
Ps : The capacity of vehicles that can be
parked (vehicles)
S :
The number of parking lots available at the research location
Ts
: Length of analysis period/survey time (hours)
D
:
Average parking time (hours/vehicle)
f :
Reduction factor due to parking change, value between 0.85 to 0.95.
Table
7. Parking Provision
Vehicles |
Parking Provision |
|||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
|
Motorcycle |
4233 |
3447 |
2282 |
2613 |
Car |
89 |
106 |
77 |
60 |
Truck |
49 |
66 |
49 |
39 |
Numbers |
4401 |
3619 |
2408 |
2712 |
Total |
|
13140 |
|
|
Parking Needs Analysis
Parking
requirement is the number of parking lots needed to be able to accommodate the
number of vehicles that will be parked in a certain period of time. To
determine the number of parking lots needed to accommodate parked vehicles, it
can be calculated based on the volume of vehicles entering during the 9 hours
of survey time. The formula that can be used to calculate parking space
requirements is calculated based on the equation and tabled in Table 8.
………(8)
Where:
S : Number of parking spaces required at the moment
Nt : The total number of vehicles during the time survey (vehicle)
D : The average parking time (hour/vehicle)
Q = The length of the
survey
F = Reduction factor
due to replacement parking,
value between 0.85 to 0.95
Table
8. Analysis of Parking Needs
Vehicles |
Parking Provision |
|||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
|
Motorcycle |
134 |
136 |
127 |
132 |
Car |
2 |
2 |
6 |
6 |
Truck |
3 |
3 |
4 |
5 |
Numbers |
140 |
141 |
137 |
143 |
Total |
|
561 |
|
|
Road
Capacity
a) General
data
1) Street
Name : Jl. Kedungmundu Raya
2) (In
front of Kedungmundu Market)
3) Road
Type : 4/2D
4) Road
Width: 12 m
5) Median
Road : 1 m
6) Sidewalk:
1.5 m (for eacheach side of the road)
b) Road
Performance Analysis Jl. Kedungmundu Raya (Front of Kedungmundu Market) using
MKJI 1997 (Indonesian Road Capacity Manual).
The calculation for the road
includes the following calculations:
1) Traffic
volume
2) Road
Capacity
3) Road
Speed
4) Degree
of saturation
Table 9. Road Capacity Recap
Vehicles |
Parking Provision |
|||
June, 3 2022 |
June, 4 2022 |
June, 5 2022 |
June, 6 2022 |
|
Degree of saturation |
2201.95 |
1973.5 |
2078.15 |
2224.45 |
Capacity |
2671.68 |
2671.68 |
2671.68 |
2671.68 |
Speed |
44.88 |
44.88 |
44.88 |
44.88 |
Traffic flow volume |
0.82 > 0.80 |
0.74 > 0.80 |
0.78 > 0.80 |
0.83 > 0.80 |
CONCLUSION
The level of use
of motorbike parking facilities at the Kedungmundu Market in Semarang City
during peak days was very adequate for market visitors, but for car parking
facilities it was felt to be inadequate because it was parked on the main road
so that there was traffic flow disturbance.
The
type of parking at the Kedungmundu Market in Semarang City uses parking in the
market area (Off Street Parking) and outside the market area (On Street
Parking).
Peak
hours of vehicle entry at the highest volume are obtained from vehicle parking,
which is on average 07.30 – 08.30. Peak hours of vehicle exit at the highest volume
are obtained from vehicle parking, which is on average 08.30 – 09.30. Peak hours or the highest accumulation is obtained
from motorcycle parking, which is on average 12.30 – 13.30.
The
average length of vehicle parking time in Kedungmundu Market is 33
minutes/vehicle for motorcycles, 53 minutes/vehicle for cars, and 61
minutes/vehicle for trucks.
The
parking capacity in Kedungmundu Market is very sufficient for motorcycles, cars
and trucks.
The Parking Index (IP) at the Kedungmundu Market
in Semarang City was obtained very small, namely < 1, meaning that parking
needs did not exceed the capacity / number of parking lots that were still
available so that it could be said to be "ADEQUATE".
The average vehicle parking turnover rate in
Kedungmundu Market, Semarang City is 0.1643 Vehicle/SRP/Hour for motorbikes,
0.5873 Vehicle/SRP/Hour for cars, and 0.633 Vehicle/SRP/Hour for trucks.
The highest provision of vehicle parking in the
Kedungmundu Market, Semarang City, was obtained from motorcycles on June 3,
2022 with 4,263 vehicles, cars on June 4, 2022 with 106 vehicles, and trucks on
June 4, 2022 with 66 vehicles.
Recap Analysis of Vehicle Parking Needs at the
Kedungmundu Market in Semarang City, the highest was obtained from motorcycles
on June 4 2022 with 136 vehicles, cars on June 5 and 6 2022 with 6 vehicles,
and trucks on June 6 2022 with 5 vehicles.
For the problem of congestion, there is congestion
on weekdays, the congestion occurs because vehicles are parked on the shoulder
of the road in front of the Kedungmundu Market, Semarang City, to park cars and
trucks. Based on the recapitulation and the average DS on weekdays, Jl.
Kedungmundu Raya shows that traffic conditions are very high and unstable, thus
slowing down traffic flow.
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