EFEKTIFITAS PENERAPAN SISTEM CONTRAFLOW TERHADAP VOLUME LALU LINTAS PADA RUAS JALAN TOL JAGORAWI (KM 17+200) – (KM 8+800)

TRAGANOV, JUANSYAH (2022) EFEKTIFITAS PENERAPAN SISTEM CONTRAFLOW TERHADAP VOLUME LALU LINTAS PADA RUAS JALAN TOL JAGORAWI (KM 17+200) – (KM 8+800). S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

As a big city, Jakarta certainly has many problems, one of which is the problem of traffic jams on toll roads. The use of toll roads which are alternative roads is increasing, this causes traffic jams on toll roads whereas in Law 38/2004 (Indonesia 2004) it is explained that toll roads are freeways. This congestion arises because of the increasing number of private cars and the lack of discipline of the drivers in controlling their vehicles and also the many workers from outside Jakarta who want to work through the toll road. This study was conducted to determine how effective the application of contraflow on the Jagorawi toll road with the 1997 MKJI method. The results of this study obtained that the value of the degree of saturation in the Bogor- Jakarta direction before the implementation of contraflow was DS 1.2, and after the application of contraflow the value of the degree of saturation decreased to DS 0.97, while the direction of the Jakarta-Bogor lane affected by contraflow had a value of The degree of saturation is DS 0.63 and the speed of the survey results is 63 km/hour and after contraflow has a degree of saturation that is DS 0.48 and the speed of the survey results is 75 km/hour. To reduce the level of congestion, contraflow and distribution of the number of vehicles can be applied simultaneously with the implementation of odd-even at the nearest toll gate. Sebagai kota besar Jakarta pasti memiliki banyak masalah, salah satunya diantaranya adalah masalah kemacetan lalu lintas di jalan tol. Penggunan jalan tol yang merupakan jalan alternatif semakin meningkat, hal ini menyebabkan kemacatan di jalan tol padahal dalam UU 38/2004 (Indonesia 2004) dijelaskan bahwa jalan tol merupakan jalan bebas hambatan. Kemacetan ini timbul karena semakin banyaknya mobil-mobil pribadi dan kurang nya rasa kedisiplinan para pengendara dalam mengendalikan kendaraannya dan juga banyak nya pekerja-pekerja dari luar Jakarta yang ingin bekerja melewati jalan tol. Penelitian ini dilakukan untuk mengetahui seberapa efektif penerapan contraflow di jalan tol jagorawi dengan metode MKJI 1997. Hasil dari penelitian ini diperoleh nilai derajat kejenuhan arah bogor-jakarta sebelum di berlakukan nya contraflow adalah DS 1,2 , dan setelah di berlakukan nya contraflow nilai derajat kejenuhan menurun menjadi DS 0,97 , sedangkan arah Jakarta-Bogor lajur yang terkena contraflow memiliki nilai derajat kejenuhan yaitu DS 0,63 dan kecepatan hasil survey 63 km/jam dan sesudah contraflow memiliki nilai derajat kejenuhan yaitu DS 0,48 dan kecepatan hasil survey 75 km/jam. Untuk mengurangi tingkat kemacetan dapat diterapkan secara bersamaan antara contraflow dan pembarasan jumlah kendaraan dengan pemberlakuan ganjil genap di gerbang tol terdekat.

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