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International Journal of Civil Engineering and Technology (IJCIET)
Volume 10, Issue 03, March 2019, pp. 265-272, Article ID: IJCIET_10_03_026
Available online at http://www.iaeme.com/ijciet/issues.asp?JType=IJCIET&VType=10&IType=03
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication Scopus Indexed
ANALYSIS OF NOISE LEVEL DUE TO
VEHICLE TRAFFIC ACTIVITIES ON THE
KAMIZAUN ROAD SECTION, MERAUKE
Dewi Sriastuti Nababan and Jeni Paresa
Department of Civil Engineering, Faculty of Engineering,
Universitas Musamus, Merauke, Indonesia
ABSTRACT
Noisy is a sound that disturbs the comfort of the community. Variable sources of
noise can come from humans, household appliances, machinery, other activities both
inside and outside the room, land, sea and air transportation vehicles. Noisy
originating from land transportation activities, one of which comes from motorized
vehicles that cross the road. Noise is generated by the sound of a vehicle engine,
friction between the wheel and the road surface, horn sound, vehicle speed and driver
behavior. Communities are sometimes less aware of the impact caused by noise due to
traffic activities. Health can be disrupted, one of them is hearing loss. It is not
realized that in fact other than residential areas there are public facilities around the
road which are harmed by the noise source, namely the education area. Kamizaun
Road is a road that is in the use of educational land. Traffic activity on Jalan
Kamizaun certainly has an influence on students and students who are undergoing the
learning process. When the teaching and learning process takes place students,
students, teachers and lecturers need peace. Kamizaun Street is also not far from
Merauke Mopah Airport. When air traffic activities start operating in the morning,
the sound produced by airplanes is quite disturbing in the classroom. This type of
research is quantitative descriptive. This study measures how much noise levels occur
as a result of traffic activities of motorbikes, light vehicles and heavy vehicles. In
addition it also measures the speed of the vehicle which affects the noise level. The
results showed that the traffic volume on Jalan Kamizaun during the morning,
afternoon and evening peak hours was 1356 vehicles, 1308 vehicles and 1602
vehicles, respectively. The highest vehicle speed is 30.3 km / h and the lowest is 18 km
/ hr. The highest noise level is 78.3dB and the lowest is 65dB. The noise level value
has exceeded the threshold value for the school area which is 55dB.
Keywords: traffic volume, noise level, Kamizaun road
Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section,
Merauke
http://www.iaeme.com/IJCIET/index.asp 266 editor@iaeme.com
Cite this Article: Dewi Sriastuti Nababan and Jeni Paresa, Analysis of Noise Level
Due to Vehicle Traffic Activities on the Kamizaun Road Section, Merauke,
International Journal of Civil Engineering and Technology, 10(3), 2019, pp. 265-272
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=10&IType=3
1. INTRODUCTION
Traffic activity on the highway involves motorized vehicles and drivers. When motorized
vehicles operate on the road produce varying noise. Varied noise is generated by the sound of
the vehicle engine for each type, friction between the wheels with the road surface, horn
sound, vehicle speed and driver behavior. The sound produced due to activities on the
highway is already considered normal for road users and the public in general. It is not
realized that there are actually public facilities around the road that are harmed by the noisy
sources.
Noisy is an unwanted sound from a business or activity at a certain level and time that can
cause disruption of human health and comfort of the environment (Kusumaatmadja, 1996;
Samudro and Mangkoedihardjo, 2006; Santoso and Mangkoedihardjo, 2013). Motorized
vehicle traffic is the main source of noise causes beyond the tolerance limit (Tanvir and
Rahman, 2011).
Kamizaun Road is a road that is in the use of educational land. This road is the access
road to Musamus University, Merauke State High School 3, Merauke State Vocational
School 2 and Merauke State Vocational School 3. Traffic activity on Jalan Kamizaun
certainly has an influence on students and students who are undergoing the learning process.
When the teaching and learning process takes place students, students, teachers and lecturers
need peace. Kamizaun Street is also not far from Merauke Mopah Airport. When air traffic
activities start operating in the morning, the sound produced by airplanes is quite disturbing
in the classroom. Not only has an impact on the calmness of the disrupted teaching and
learning process, the continuous noise that has an impact on health, one of them is hearing
loss. So research is conducted to find out how much noise is generated due to traffic activities
on Jalan Kamizaun so that proper handling can be done to reduce the inconvenience of the
teaching and learning process.
2. METHODS
2.1. Type of research
This type of research is quantitative research with the presentation of data using descriptive
analysis. This study explains the situation in the field in the form of numbers. The aim is to
describe the real situation.
2.2. Research location
The data collection survey was conducted at Jalan Kamizaun Merauke Regency. This
Kamizaun Road is access to Musamus University, Merauke State High School 3, Merauke
State Vocational School 2 and Merauke State Vocational Schoo
Dewi Sriastuti Nababan and Jeni Paresa
http://www.iaeme.com/IJCIET/index.asp 267 editor@iaeme.com
Figure 1. Research Site
2.3. Research time
Noise level measurements are carried out during sunny weather and are carried out for 1 day
from 6:00 a.m. to 7:00 p.m., but measurements are only carried out for 10 minutes per hour.
Measurement of vehicle traffic volume is carried out together with the measurement of noise
level, as well as the speed of the vehicle.
2.4. Data collection
This survey was conducted to determine the noise level that occurred on Kamizaun Road as a
result of the influence of the traffic volume of vehicles passing and the speed of the vehicles.
So that the data collected are: (1) noise level (2) traffic volume for motorbike vehicles, light
vehicles and heavy vehicles (3) vehicle speed. The survey was conducted involving 5
surveyors.
The noise level measurement is done using a simple Sound Level Meter (SLM) Tenmars
TM-103 that has not used a pointer number so that the data generated is only the noise level
data (L). In the implementation of measurements, SLM is placed a distance of 1 m from the
edge of the road at a height of 1.2 m (Nababan, 2015). Measurement of noise level is carried
out when the weather is clear and traffic is normal. The measurement of traffic volume is
carried out by surveyors using traffic counters. Speed measurement is carried out
simultaneously with the measurement of noise level and vehicle traffic volume where the
measured speed is instantaneous speed using speed gun (Setiawan, 2014). The number of
vehicles considered represents a minimum of 20 vehicles for each type of vehicle.
2.5. Data analysis
The value of the noise level of the measurement results is compared to the Noise Limit
Criteria according to the Decree of the Minister of Environment No. KEP.48 / MENLH /
11/1996. Then the traffic volume and vehicle speed are connected to the noise level so that it
can be known how much the vehicle traffic volume and speed affect the noise level.
Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section,
Merauke
http://www.iaeme.com/IJCIET/index.asp 268 editor@iaeme.com
3. RESULTS AND DISCUSSION
3.1. Traffic volume
The results of measurement of vehicle traffic volume for each type of vehicle are shown in
Figure 2, Figure 3 and Figure 4. While Figure 5 shows the overall vehicle volume for all
types of vehicles.
Figure 2. Traffic Volume for Motorcycle
From the results of the calculation of the number of motorbikes a lot between 16.00-17.00
EIT which is equal to 1440 vehicles / hour. If compared EITh other types of vehicles,
motorcycle composition is 86.9%. For light vehicles based on the calculation of the highest
number of light vehicles occurring between 08.00-09.00 EIT, there are 216 vehicles / hour.
Then followed at 17.00-18.00 EIT as many as 210 vehicles / hour. When compared EITh
other types of vehicles, the composition of light vehicles is 11.6%. Shown in Figure 3. From
the calculation of the highest number of heavy vehicles between 12.00-13.00 EIT, which is
42 vehicles / hour. When compared EITh other types of vehicles, the composition of heavy
vehicles is 1.47%.
Figure 3. Traffic Volume for Light Vehicle Figure 4. Traffic Volume for Heavy Vehicle
Dewi Sriastuti Nababan and Jeni Paresa
http://www.iaeme.com/IJCIET/index.asp 269 editor@iaeme.com
Figure 5 shows the number of combined vehicles. The number of vehicles is quite high at
07.00-08.00 EIT, 13.00-14.00 EIT and 16.00-17.00 EIT. This happened because at that time
students and student schedules departed for School and University, the schedule of students
and teachers going home from school, the schedule of staff and lecturers taking a break, and
the schedule of students, lecturers and staff returning from the Campus. At 08.00-11.00 EIT
and at 14.00-16.00 EIT the number of vehicles did not look much different as a form of daily
activities of students adjusted to the lecture schedule.
Figure 5. Traffic Volume for All Type of Vehicle
3.2. Vehicle speed
The results of vehicle speed measurements for each type of vehicle are shown in Figure 6,
Figure 7 and Figure 8.
Figure 6. Velocity for Motorcycle
From the results of the velocity measurements obtained the highest average speed of
motorcycles at 32.6 km / hour occurred at 15.00-16.00 EIT. At morning rush hour motorcycle
speed is 29.9 km / hr up to 31.4 km / hr.
Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section,
Merauke
http://www.iaeme.com/IJCIET/index.asp 270 editor@iaeme.com
Figure 7. Velocity for Light Vehicle Figure 8. Velocity for Heavy Vehicle
For light vehicles in Figure 7, vehicle speeds tend to be uniform throughout the day,
ranging between 21.4 km / hr to 24.9 km / hr. This is because the dimensions of the 7m wide
road for two lanes make light vehicles unable to travel at high speeds. From the results of the
speed measurements obtained the highest average speed for heavy vehicles of 35.8 km / h
occurred at 15.00-16.00 WIT. Heavy vehicles can travel at this speed because 15.00-16.00
WIT is not the vehicle's rush hour. The average speed for all types of vehicles passing on
Jalan Kamizaun is 33 km / hour.
3.3. Noise level
Measuring the noise level using a tool that has not used pointing numbers and the data
generated is only the noise level data (L), then a further analysis is performed to calculate L1,
L50 until the Leq value is obtained using the equation L1 + 0.43 (L50 - L1) (Mediastika,
2005). The noise level measured for one day for a 10-minute measurement per hour is
obtained in Figure 9. The value of the noise level obtained is then compared with the
allowable threshold value. The threshold value according to the designation of the area
according to the Decree of the Minister of Environment No. 48 shown in table 1.
Tabel 1. Standar Noise Level[1][6]
Designation Area/Activity Environment Noise Level dB (A)
Designation Area
1 Housing and settlement 55
2 Trading and services 70
3 Office and trading 65
4 Green area 50
5 Industry 70
6 Goverment and Public Facilities 60
7 Recreation area 70
Activity Environment
1 Hospital 55
2 School 55
3 Place of worship 55
Dewi Sriastuti Nababan and Jeni Paresa
http://www.iaeme.com/IJCIET/index.asp 271 editor@iaeme.com
Figure 9. Noise Level Leq
From Figure 9, there is a noise level at 07.00-08.00 EIT at 75.9 dB, at 13.00-14.00 EIT
75.8 dB, and at 16.00-17.00 EIT 76.3 dB. The highest noise level occurred at 11.00-12.00
EIT at 78.3 dB. The value of the noise level that occurs is above the threshold for the
environmental area of school activities or the like that is 55 dB. If seen according to the zone
of the region, the value of the noise level on Jalan Kamizaun has exceeded the limit for the
education zone, which is 45 dB - 55 dB (Trixy et al., 2018). The recapitulation of
measurements of vehicle traffic volume, vehicle speed and noise level is shown in Table 2.
Tabel 2. Data Collection for Traffic Volume, Velocity and Noise Level
No. Time
Traffic Volume Velocity Noise Level
(Vehc.) (km/hour) (dB)
1 06:00 - 07:00 120 18,0 65,0
2 07:00 - 08:00 1356 25,0 75,9
3 08:00 - 09:00 1188 26,2 76,0
4 09:00 - 10:00 1206 23,7 76,1
5 10:00 - 11:00 1182 22,6 77,7
6 11:00 - 12:00 1092 23,7 78,3
7 12:00 - 13:00 894 23,6 71,3
8 13:00 - 14:00 1308 25,1 75,8
9 14:00 - 15:00 1140 23,5 76,5
10 15:00 - 16:00 1260 30,3 76,4
11 16:00 - 17:00 1602 23,3 76,3
12 17:00 - 18:00 1560 23,2 75,9
13 18:00 - 19:00 798 24,8 73,2
4. CONCLUSION
The traffic volume of vehicles measured at busy times is at 07.00-08.00 EIT, 13.00-14.00
EIT and 16.00-17.00 EIT each of 1356 vehicles, 1308 vehicles and 1602 vehicles. The
highest vehicle speed is 30.3 km / h and the lowest is 18 km / hour. The highest noise level is
78.3dB and the lowest is 65dB. The value of the noise level that occurred on Jalan Kamizaun
Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section,
Merauke
http://www.iaeme.com/IJCIET/index.asp 272 editor@iaeme.com
has exceeded the threshold value for the school area which is 55dB. Therefore, efforts need to
be made to reduce noise levels in the Musamus University area, Merauke 3 Public High
School, Merauke State Vocational High School 2 and Merauke State Vocational School 3,
such as planting protective plants on the left and right side of the road and within the
education area. The plants are fringed wide, have a lot of leaf mass, above 1 meter high
REFERENCES
[1] Christina Eviutami Mediastika, Akustika Bangunan : Prinsip-Prinsip Dan Penerapannya
Di Indonesia. Erlangga, 2005.
[2] D. Permukiman and D. A. N. Prasarana, “Prediksi kebisingan akibat lalu lintas
Departemen Permukiman Dan Prasarana Wilayah,” 2004.
[3] D. S. Nababan, “Model Prediksi Kebisingan Lalu Lintas Heterogen Di Kota Makassar
Dengan Mempertimbangkan Suara Klakson,” J. Ilm. Mustek Anim Ha, vol. 4, no. 2, p.
109, 2015.
[4] Dina Limbong Pamuttu and Hairulla, 2018. Coral Material Characteristics of Kampung
Matara of Merauke District as a Concrete Coarse Aggregate, International Journal of
Civil Engineering and Technology, 9(9), pp. 708–712.
[5] Hairulla and Philipus Betaubun, 2018. Engineering of Clay Soil Stabilization with
Cement and Fiber on CBR Value for Road Materials in Merauke District. International
Journal of Civil Engineering and Technology, 9(8), pp. 562-567.
[6] Herbin F. Betaubun and Philipus Betaubun, 2018. Evaluation of the Performance of
Traffic Signs for Vehicle Speed Limits in Merauke District. International Journal of Civil
Engineering and Technology, 9(8), pp. 568-573.
[7] Philipus Betaubun and Hairulla, 2018. Compressive Strength and Tensile Tests for
Concrete Made from Local Materials from Toftof, Eligobel District. International Journal
of Civil Engineering and Technology, 9(8), pp. 574-579.
[8] S. Kusumaatmadja, “Keputusan Menteri Lingkungan Hidup Nomor: KEP-
48/MENLH/11/1996,” in Keputusan Menteri Lingkungan Hidup Nomor: KEP-
48/MENLH/11/1996, 1996, pp. 1–7.
[9] S. Tanvir and M. M. Rahman, “Development of interrupted flow traffic noise prediction
model for Dhaka City,” 4th Annu. Pap. Meet, IEB, pp. 978–984, 2011.
[10] Samudro, G. and Mangkoedihardjo, S. 2006. Water equivalent method for city
phytostructure of Indonesia. International Journal of Environmental Science and
Technology, 3(3), 261-267.
[11] Santoso, I.B. and Mangkoedihardjo, S. 2013. Mapping cumulative carbon dioxide
concentrations at two meters above the ground for greenspace assessment in Surabaya.
Middle East Journal of Scientific Research 18(3), 288-292.
[12] Setiawan, “Pengaruh Kecepatan dan Jumlah Kendaraan Terhadap Kebisingan (Studi
Kasus Kawasan Kos Mahasiswa Di Jalan Raya Prabumulih-Palembang KM 132
Indralaya Sumaera Selatan),” J. Tek. Sipil dan Lingkung., vol. 2, no. 4, pp. 609–614,
2014.
[13] Suyadi and Hairulla, 2018. Concrete Compressive Strength Using Coarse Aggregate of
Palu with Fine Aggregate of Ulilin of Merauke District, International Journal of Civil
Engineering and Technology, 9(9), pp. 713–718.
[14] Trixy, H. Yulinawati, and B. Iswanto, “Kajian Tingkat Kebisingan di Kawasan
Pendidikan SD Negeri 06 Tanjung Duren, Jakarta Barat (Study of Noise Level in
Education Areas SD Negeri 06 Tanjung Duren, West Jakarta),” Semin. Nas. Kota
Berkelanjutan, vol. 1, no. 1, p. 61, 2018.

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ANALYSIS OF NOISE LEVEL DUE TO VEHICLE TRAFFIC ACTIVITIES ON THE KAMIZAUN ROAD SECTION, MERAUKE

  • 1. http://www.iaeme.com/IJCIET/index.asp 265 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 10, Issue 03, March 2019, pp. 265-272, Article ID: IJCIET_10_03_026 Available online at http://www.iaeme.com/ijciet/issues.asp?JType=IJCIET&VType=10&IType=03 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed ANALYSIS OF NOISE LEVEL DUE TO VEHICLE TRAFFIC ACTIVITIES ON THE KAMIZAUN ROAD SECTION, MERAUKE Dewi Sriastuti Nababan and Jeni Paresa Department of Civil Engineering, Faculty of Engineering, Universitas Musamus, Merauke, Indonesia ABSTRACT Noisy is a sound that disturbs the comfort of the community. Variable sources of noise can come from humans, household appliances, machinery, other activities both inside and outside the room, land, sea and air transportation vehicles. Noisy originating from land transportation activities, one of which comes from motorized vehicles that cross the road. Noise is generated by the sound of a vehicle engine, friction between the wheel and the road surface, horn sound, vehicle speed and driver behavior. Communities are sometimes less aware of the impact caused by noise due to traffic activities. Health can be disrupted, one of them is hearing loss. It is not realized that in fact other than residential areas there are public facilities around the road which are harmed by the noise source, namely the education area. Kamizaun Road is a road that is in the use of educational land. Traffic activity on Jalan Kamizaun certainly has an influence on students and students who are undergoing the learning process. When the teaching and learning process takes place students, students, teachers and lecturers need peace. Kamizaun Street is also not far from Merauke Mopah Airport. When air traffic activities start operating in the morning, the sound produced by airplanes is quite disturbing in the classroom. This type of research is quantitative descriptive. This study measures how much noise levels occur as a result of traffic activities of motorbikes, light vehicles and heavy vehicles. In addition it also measures the speed of the vehicle which affects the noise level. The results showed that the traffic volume on Jalan Kamizaun during the morning, afternoon and evening peak hours was 1356 vehicles, 1308 vehicles and 1602 vehicles, respectively. The highest vehicle speed is 30.3 km / h and the lowest is 18 km / hr. The highest noise level is 78.3dB and the lowest is 65dB. The noise level value has exceeded the threshold value for the school area which is 55dB. Keywords: traffic volume, noise level, Kamizaun road
  • 2. Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section, Merauke http://www.iaeme.com/IJCIET/index.asp 266 editor@iaeme.com Cite this Article: Dewi Sriastuti Nababan and Jeni Paresa, Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section, Merauke, International Journal of Civil Engineering and Technology, 10(3), 2019, pp. 265-272 http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=10&IType=3 1. INTRODUCTION Traffic activity on the highway involves motorized vehicles and drivers. When motorized vehicles operate on the road produce varying noise. Varied noise is generated by the sound of the vehicle engine for each type, friction between the wheels with the road surface, horn sound, vehicle speed and driver behavior. The sound produced due to activities on the highway is already considered normal for road users and the public in general. It is not realized that there are actually public facilities around the road that are harmed by the noisy sources. Noisy is an unwanted sound from a business or activity at a certain level and time that can cause disruption of human health and comfort of the environment (Kusumaatmadja, 1996; Samudro and Mangkoedihardjo, 2006; Santoso and Mangkoedihardjo, 2013). Motorized vehicle traffic is the main source of noise causes beyond the tolerance limit (Tanvir and Rahman, 2011). Kamizaun Road is a road that is in the use of educational land. This road is the access road to Musamus University, Merauke State High School 3, Merauke State Vocational School 2 and Merauke State Vocational School 3. Traffic activity on Jalan Kamizaun certainly has an influence on students and students who are undergoing the learning process. When the teaching and learning process takes place students, students, teachers and lecturers need peace. Kamizaun Street is also not far from Merauke Mopah Airport. When air traffic activities start operating in the morning, the sound produced by airplanes is quite disturbing in the classroom. Not only has an impact on the calmness of the disrupted teaching and learning process, the continuous noise that has an impact on health, one of them is hearing loss. So research is conducted to find out how much noise is generated due to traffic activities on Jalan Kamizaun so that proper handling can be done to reduce the inconvenience of the teaching and learning process. 2. METHODS 2.1. Type of research This type of research is quantitative research with the presentation of data using descriptive analysis. This study explains the situation in the field in the form of numbers. The aim is to describe the real situation. 2.2. Research location The data collection survey was conducted at Jalan Kamizaun Merauke Regency. This Kamizaun Road is access to Musamus University, Merauke State High School 3, Merauke State Vocational School 2 and Merauke State Vocational Schoo
  • 3. Dewi Sriastuti Nababan and Jeni Paresa http://www.iaeme.com/IJCIET/index.asp 267 editor@iaeme.com Figure 1. Research Site 2.3. Research time Noise level measurements are carried out during sunny weather and are carried out for 1 day from 6:00 a.m. to 7:00 p.m., but measurements are only carried out for 10 minutes per hour. Measurement of vehicle traffic volume is carried out together with the measurement of noise level, as well as the speed of the vehicle. 2.4. Data collection This survey was conducted to determine the noise level that occurred on Kamizaun Road as a result of the influence of the traffic volume of vehicles passing and the speed of the vehicles. So that the data collected are: (1) noise level (2) traffic volume for motorbike vehicles, light vehicles and heavy vehicles (3) vehicle speed. The survey was conducted involving 5 surveyors. The noise level measurement is done using a simple Sound Level Meter (SLM) Tenmars TM-103 that has not used a pointer number so that the data generated is only the noise level data (L). In the implementation of measurements, SLM is placed a distance of 1 m from the edge of the road at a height of 1.2 m (Nababan, 2015). Measurement of noise level is carried out when the weather is clear and traffic is normal. The measurement of traffic volume is carried out by surveyors using traffic counters. Speed measurement is carried out simultaneously with the measurement of noise level and vehicle traffic volume where the measured speed is instantaneous speed using speed gun (Setiawan, 2014). The number of vehicles considered represents a minimum of 20 vehicles for each type of vehicle. 2.5. Data analysis The value of the noise level of the measurement results is compared to the Noise Limit Criteria according to the Decree of the Minister of Environment No. KEP.48 / MENLH / 11/1996. Then the traffic volume and vehicle speed are connected to the noise level so that it can be known how much the vehicle traffic volume and speed affect the noise level.
  • 4. Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section, Merauke http://www.iaeme.com/IJCIET/index.asp 268 editor@iaeme.com 3. RESULTS AND DISCUSSION 3.1. Traffic volume The results of measurement of vehicle traffic volume for each type of vehicle are shown in Figure 2, Figure 3 and Figure 4. While Figure 5 shows the overall vehicle volume for all types of vehicles. Figure 2. Traffic Volume for Motorcycle From the results of the calculation of the number of motorbikes a lot between 16.00-17.00 EIT which is equal to 1440 vehicles / hour. If compared EITh other types of vehicles, motorcycle composition is 86.9%. For light vehicles based on the calculation of the highest number of light vehicles occurring between 08.00-09.00 EIT, there are 216 vehicles / hour. Then followed at 17.00-18.00 EIT as many as 210 vehicles / hour. When compared EITh other types of vehicles, the composition of light vehicles is 11.6%. Shown in Figure 3. From the calculation of the highest number of heavy vehicles between 12.00-13.00 EIT, which is 42 vehicles / hour. When compared EITh other types of vehicles, the composition of heavy vehicles is 1.47%. Figure 3. Traffic Volume for Light Vehicle Figure 4. Traffic Volume for Heavy Vehicle
  • 5. Dewi Sriastuti Nababan and Jeni Paresa http://www.iaeme.com/IJCIET/index.asp 269 editor@iaeme.com Figure 5 shows the number of combined vehicles. The number of vehicles is quite high at 07.00-08.00 EIT, 13.00-14.00 EIT and 16.00-17.00 EIT. This happened because at that time students and student schedules departed for School and University, the schedule of students and teachers going home from school, the schedule of staff and lecturers taking a break, and the schedule of students, lecturers and staff returning from the Campus. At 08.00-11.00 EIT and at 14.00-16.00 EIT the number of vehicles did not look much different as a form of daily activities of students adjusted to the lecture schedule. Figure 5. Traffic Volume for All Type of Vehicle 3.2. Vehicle speed The results of vehicle speed measurements for each type of vehicle are shown in Figure 6, Figure 7 and Figure 8. Figure 6. Velocity for Motorcycle From the results of the velocity measurements obtained the highest average speed of motorcycles at 32.6 km / hour occurred at 15.00-16.00 EIT. At morning rush hour motorcycle speed is 29.9 km / hr up to 31.4 km / hr.
  • 6. Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section, Merauke http://www.iaeme.com/IJCIET/index.asp 270 editor@iaeme.com Figure 7. Velocity for Light Vehicle Figure 8. Velocity for Heavy Vehicle For light vehicles in Figure 7, vehicle speeds tend to be uniform throughout the day, ranging between 21.4 km / hr to 24.9 km / hr. This is because the dimensions of the 7m wide road for two lanes make light vehicles unable to travel at high speeds. From the results of the speed measurements obtained the highest average speed for heavy vehicles of 35.8 km / h occurred at 15.00-16.00 WIT. Heavy vehicles can travel at this speed because 15.00-16.00 WIT is not the vehicle's rush hour. The average speed for all types of vehicles passing on Jalan Kamizaun is 33 km / hour. 3.3. Noise level Measuring the noise level using a tool that has not used pointing numbers and the data generated is only the noise level data (L), then a further analysis is performed to calculate L1, L50 until the Leq value is obtained using the equation L1 + 0.43 (L50 - L1) (Mediastika, 2005). The noise level measured for one day for a 10-minute measurement per hour is obtained in Figure 9. The value of the noise level obtained is then compared with the allowable threshold value. The threshold value according to the designation of the area according to the Decree of the Minister of Environment No. 48 shown in table 1. Tabel 1. Standar Noise Level[1][6] Designation Area/Activity Environment Noise Level dB (A) Designation Area 1 Housing and settlement 55 2 Trading and services 70 3 Office and trading 65 4 Green area 50 5 Industry 70 6 Goverment and Public Facilities 60 7 Recreation area 70 Activity Environment 1 Hospital 55 2 School 55 3 Place of worship 55
  • 7. Dewi Sriastuti Nababan and Jeni Paresa http://www.iaeme.com/IJCIET/index.asp 271 editor@iaeme.com Figure 9. Noise Level Leq From Figure 9, there is a noise level at 07.00-08.00 EIT at 75.9 dB, at 13.00-14.00 EIT 75.8 dB, and at 16.00-17.00 EIT 76.3 dB. The highest noise level occurred at 11.00-12.00 EIT at 78.3 dB. The value of the noise level that occurs is above the threshold for the environmental area of school activities or the like that is 55 dB. If seen according to the zone of the region, the value of the noise level on Jalan Kamizaun has exceeded the limit for the education zone, which is 45 dB - 55 dB (Trixy et al., 2018). The recapitulation of measurements of vehicle traffic volume, vehicle speed and noise level is shown in Table 2. Tabel 2. Data Collection for Traffic Volume, Velocity and Noise Level No. Time Traffic Volume Velocity Noise Level (Vehc.) (km/hour) (dB) 1 06:00 - 07:00 120 18,0 65,0 2 07:00 - 08:00 1356 25,0 75,9 3 08:00 - 09:00 1188 26,2 76,0 4 09:00 - 10:00 1206 23,7 76,1 5 10:00 - 11:00 1182 22,6 77,7 6 11:00 - 12:00 1092 23,7 78,3 7 12:00 - 13:00 894 23,6 71,3 8 13:00 - 14:00 1308 25,1 75,8 9 14:00 - 15:00 1140 23,5 76,5 10 15:00 - 16:00 1260 30,3 76,4 11 16:00 - 17:00 1602 23,3 76,3 12 17:00 - 18:00 1560 23,2 75,9 13 18:00 - 19:00 798 24,8 73,2 4. CONCLUSION The traffic volume of vehicles measured at busy times is at 07.00-08.00 EIT, 13.00-14.00 EIT and 16.00-17.00 EIT each of 1356 vehicles, 1308 vehicles and 1602 vehicles. The highest vehicle speed is 30.3 km / h and the lowest is 18 km / hour. The highest noise level is 78.3dB and the lowest is 65dB. The value of the noise level that occurred on Jalan Kamizaun
  • 8. Analysis of Noise Level Due to Vehicle Traffic Activities on the Kamizaun Road Section, Merauke http://www.iaeme.com/IJCIET/index.asp 272 editor@iaeme.com has exceeded the threshold value for the school area which is 55dB. Therefore, efforts need to be made to reduce noise levels in the Musamus University area, Merauke 3 Public High School, Merauke State Vocational High School 2 and Merauke State Vocational School 3, such as planting protective plants on the left and right side of the road and within the education area. The plants are fringed wide, have a lot of leaf mass, above 1 meter high REFERENCES [1] Christina Eviutami Mediastika, Akustika Bangunan : Prinsip-Prinsip Dan Penerapannya Di Indonesia. Erlangga, 2005. [2] D. Permukiman and D. A. N. Prasarana, “Prediksi kebisingan akibat lalu lintas Departemen Permukiman Dan Prasarana Wilayah,” 2004. [3] D. S. Nababan, “Model Prediksi Kebisingan Lalu Lintas Heterogen Di Kota Makassar Dengan Mempertimbangkan Suara Klakson,” J. Ilm. Mustek Anim Ha, vol. 4, no. 2, p. 109, 2015. [4] Dina Limbong Pamuttu and Hairulla, 2018. Coral Material Characteristics of Kampung Matara of Merauke District as a Concrete Coarse Aggregate, International Journal of Civil Engineering and Technology, 9(9), pp. 708–712. [5] Hairulla and Philipus Betaubun, 2018. Engineering of Clay Soil Stabilization with Cement and Fiber on CBR Value for Road Materials in Merauke District. International Journal of Civil Engineering and Technology, 9(8), pp. 562-567. [6] Herbin F. Betaubun and Philipus Betaubun, 2018. Evaluation of the Performance of Traffic Signs for Vehicle Speed Limits in Merauke District. International Journal of Civil Engineering and Technology, 9(8), pp. 568-573. [7] Philipus Betaubun and Hairulla, 2018. Compressive Strength and Tensile Tests for Concrete Made from Local Materials from Toftof, Eligobel District. International Journal of Civil Engineering and Technology, 9(8), pp. 574-579. [8] S. Kusumaatmadja, “Keputusan Menteri Lingkungan Hidup Nomor: KEP- 48/MENLH/11/1996,” in Keputusan Menteri Lingkungan Hidup Nomor: KEP- 48/MENLH/11/1996, 1996, pp. 1–7. [9] S. Tanvir and M. M. Rahman, “Development of interrupted flow traffic noise prediction model for Dhaka City,” 4th Annu. Pap. Meet, IEB, pp. 978–984, 2011. [10] Samudro, G. and Mangkoedihardjo, S. 2006. Water equivalent method for city phytostructure of Indonesia. International Journal of Environmental Science and Technology, 3(3), 261-267. [11] Santoso, I.B. and Mangkoedihardjo, S. 2013. Mapping cumulative carbon dioxide concentrations at two meters above the ground for greenspace assessment in Surabaya. Middle East Journal of Scientific Research 18(3), 288-292. [12] Setiawan, “Pengaruh Kecepatan dan Jumlah Kendaraan Terhadap Kebisingan (Studi Kasus Kawasan Kos Mahasiswa Di Jalan Raya Prabumulih-Palembang KM 132 Indralaya Sumaera Selatan),” J. Tek. Sipil dan Lingkung., vol. 2, no. 4, pp. 609–614, 2014. [13] Suyadi and Hairulla, 2018. Concrete Compressive Strength Using Coarse Aggregate of Palu with Fine Aggregate of Ulilin of Merauke District, International Journal of Civil Engineering and Technology, 9(9), pp. 713–718. [14] Trixy, H. Yulinawati, and B. Iswanto, “Kajian Tingkat Kebisingan di Kawasan Pendidikan SD Negeri 06 Tanjung Duren, Jakarta Barat (Study of Noise Level in Education Areas SD Negeri 06 Tanjung Duren, West Jakarta),” Semin. Nas. Kota Berkelanjutan, vol. 1, no. 1, p. 61, 2018.