CD Tugas Akhir
Studi Kinerja Jalan Pada Ruas Jalan Lobak Kota Pekanbaru
ABSTRACT
Jalan Lobak is a 2-lane 2-way undivided road (2/2 UD) located in the Pekanbaru
area. This road is traversed by many types of vehicles, both light vehicles,
medium vehicles, so that during rush hours traffic jams and delays are common.
This road performance calculation method is guided by MKJI 1997. Based on the
results of the research it can be seen that the peak flow is Tuesday 20 June 2023 at
16.00-17.00 with the results Fv = 42 km/hour, C = 1,723.88 pcu/hour, DS = 0 .72,
the average speed is 16.48 km/hour and the service level is C. So that the DS has
not exceeded the value required by MKJI 1997 (DS ≤ 0.75).
Keywords: Traffic flow, capacity, degree of saturation, free flow speed and level
of service.
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