Authors :
Ginanjar Priadikusumah; Muhammad Yasin
Volume/Issue :
Volume 8 - 2023, Issue 5 - May
Google Scholar :
https://bit.ly/3TmGbDi
Scribd :
https://tinyurl.com/59n3sjx9
DOI :
https://doi.org/10.5281/zenodo.7978294
Abstract :
The design of traffic lights at an intersection is
an alternative form of solution to the problems that occur
on roads in urban areas. In particular, the intersection of
Jalan Sultan Adam Banjarmasin is one of the
intersections that uses alternative control of the problem.
The dominant problem at this intersection is the large
amount of traffic flow that occurs during peak hours.
These problems cause opportunities for traffic accidents,
both serious and minor accidents. To evaluate the traffic
lights at this four-way intersection, data such as road
geometric conditions and traffic flow volumes are
required, which are the basic data supporting traffic
evaluation. Data processing procedures include
determining the phase of the intersection, the calculation
of signal time, cycle time, road capacity, and degree of
saturation. all of which are the core of this traffic light
evaluation calculation, where the calculation for 1 cycle
time that is feasible in MKJI is 130 seconds using the
calculation of 4 (four) phases based on the Webster
method, until the calculation of existing conditions on the
Jalan SPBU C = 724. 50 pcu/hour and DS = 1.35
pcu/hour, Jalan Sungai Andai C = 207.66 pcu/hour and
DS = 2.62 pcu/hour, Jalan Benua Anyar C = 341.95
pcu/hour and DS = 2.38 pcu/hour, Jalan Sultan Adam C
= 256.05 pcu/hour and DS = 1.98 pcu/hour. Also obtained
is the calculation of setting conditions on Jalan SPBU C =
1220.97 pcu/hour and DS = 0.80 pcu/hour, Jalan Sungai
Andai C = 684.74 pcu/hour and DS = 0.80 pcu/hour, Jalan
Benua Anyar C = 1018.58 pcu/hour and DS = 0.80
pcu/hour, Jalan Sultan Adam C = 632. 31 pcu/hour and
DS = 0.80 pcu/hour.
Keywords :
Signalized Intersection; Traffic Light; Road Capacity; Saturation Degree.
The design of traffic lights at an intersection is
an alternative form of solution to the problems that occur
on roads in urban areas. In particular, the intersection of
Jalan Sultan Adam Banjarmasin is one of the
intersections that uses alternative control of the problem.
The dominant problem at this intersection is the large
amount of traffic flow that occurs during peak hours.
These problems cause opportunities for traffic accidents,
both serious and minor accidents. To evaluate the traffic
lights at this four-way intersection, data such as road
geometric conditions and traffic flow volumes are
required, which are the basic data supporting traffic
evaluation. Data processing procedures include
determining the phase of the intersection, the calculation
of signal time, cycle time, road capacity, and degree of
saturation. all of which are the core of this traffic light
evaluation calculation, where the calculation for 1 cycle
time that is feasible in MKJI is 130 seconds using the
calculation of 4 (four) phases based on the Webster
method, until the calculation of existing conditions on the
Jalan SPBU C = 724. 50 pcu/hour and DS = 1.35
pcu/hour, Jalan Sungai Andai C = 207.66 pcu/hour and
DS = 2.62 pcu/hour, Jalan Benua Anyar C = 341.95
pcu/hour and DS = 2.38 pcu/hour, Jalan Sultan Adam C
= 256.05 pcu/hour and DS = 1.98 pcu/hour. Also obtained
is the calculation of setting conditions on Jalan SPBU C =
1220.97 pcu/hour and DS = 0.80 pcu/hour, Jalan Sungai
Andai C = 684.74 pcu/hour and DS = 0.80 pcu/hour, Jalan
Benua Anyar C = 1018.58 pcu/hour and DS = 0.80
pcu/hour, Jalan Sultan Adam C = 632. 31 pcu/hour and
DS = 0.80 pcu/hour.
Keywords :
Signalized Intersection; Traffic Light; Road Capacity; Saturation Degree.
