Artikel Ilmiah : H1D007046 a.n. GULLIT AGUNG WIBOWO
| NIM | H1D007046 |
|---|---|
| Namamhs | GULLIT AGUNG WIBOWO |
| Judul Artikel | HUBUNGAN KECEPATAN, KEPADATAN DAN VOLUME LALU LINTAS DENGAN METODE GREENSHIELDS (Studi kasus Jalan Jenderal Sudirman Pemalang) |
| Abstrak (Bhs. Indonesia) | INTISARI HUBUNGAN KECEPATAN, KEPADATAN DAN VOLUME LALU LINTAS DENGAN METODE GREENSHIELDS (Studi kasus Jalan Jenderal Sudirman Pemalang) GULLIT AGUNG WIBOWO Jalan Jenderal Sudirman Pemalang, Kabupaten Pemalang, Provinsi Jawa Tengah, merupakan jalan perkotaan yang menghubungkan pusat kegiatan di Pemalang. Arus lalu-lintas pada jalan ini meningkat karena digunakan juga sebagai jalur perlintasan antar kota. Tingginya aktivitas samping jalan menyebabkan kapasitas jalan berkurang. Diperlukan penelitian untuk mengamati perilaku lalu-lintas di jalan Jenderal Sudirman guna mendapatkan usulan memperbaiki tingkat pelayanan jalanya. Data primer meliputi data arus lalu-lintas dan data kecepatan kendaraan diperoleh dari survei kuantitatif di jalan Jenderal Sudirman Pemalangjalur 1 (arah barat ke timur) hari Kamis 7 Agustus 2014 dan hari Minggu 10 Agustus 2014 pukul 06.00-18.00 WIB. Data primer dianalisis dalam model hubungan kecepatan-kepadatan-volume secara matematis dan grafis menggunakan metode linier Greenshields. Untuk mengetahui tingkat pelayanan jalan di jalan Jenderal Sudirman Pemalang menggunakan metode V/C ratio menurut MKJI 1997. Dari hasil analisis model Greenshields diperoleh persamaan matematis hari Kamis 7 Agustus 2014 sebagai berikut: S = 41,33558 – (0,282044).D ; V = 146,5572.S – (3,545545) .S^2 ; V = 41,33558.D – (0,282044) .D^2, R^2 = 0,88744658. Persamaan matematis hari Minggu 10 Agustus 2014 sebagai berikut: S = 39,38369 – (0,251814).D ; V = 156,3998.S – (3,971181) .S^2 ; V =39,38369.D – (0,251814) .D^2, R^2 = 0,89374701. Berdasarkan V/C rasio jalan Jenderal Sudirman Pemalangjalur 1 memiliki tingkat pelayanan C. Usulan untuk memperbaiki tingkat pelayananjalan Jenderal Sudirman Pemalangjalur 1 adalah dengan menambah kapasitas jalur. |
| Abtrak (Bhs. Inggris) | ABSTRACT RELATIONSHIP BETWEEN SPEED, DENSITY AND FLOW OF TRAFFIC USING GREENSHIELDS METHOD (Case Study at Jenderal Sudirman Street in Pemalang) GULLIT AGUNG WIBOWO Jenderal Sudirman street at Pemalang, Pemalang District, Cental Java, was an urban roads were connecting the center of activity at Pemalang. Flow of traffic on this road was raised, it cause on this road was used to crossing line between cities. Activity on the street side of this road was high, it make the road capacity reduced. Research is needed to observe the traffic behavior at Jenderal Sudirman street, the research objectives is to get a solution how to improve service levels of Jenderal Sudirman street. The primary data are flow of traffic data and speed of vehicle data, it was obtained from quantitative survey at line 1 of Jenderal Sudirman street (West to East), survey conducted on Thursday, August 7,2014 and Sunday, August 10,2014 at 06:00 am - 18:00 pm. The Primary data were analyzed by means of mathematical and graphical in a model of the relationship between speed-density-flow, that model using linear methods of Greenshields. V/C ratio method by MKJI 1997 is used to get the value level of service at Jenderal Sudirman street. The result showed an mathematical equations of Greenshields models on Thursday, August 7,2014, they are : S = 41.33558 – (0.282044).D ; V = 146.5572.S – (3.545545) .S^2 ; V = 41.33558.D – (0.282044) .D^2, R^2=0.88744658. The result showed an mathematical equations of Greenshields models on Sunday, August 10,2014, they are : S = 39.38369 – (0.251814).D ; V = 156.3998.S – (3.971181) .S^2 ; V =39.38369.D – (0.251814) .D^2, R^2= 0.89374701. The result of V/C ratio showed that value level of service at at line 1 of Jenderal Sudirman street (West to East) is C. The proposal to improve the level of service at line 1 of Jenderal Sudirman street (West to East)is improve the large capacity of that line. |
| Kata kunci | Kata kunci : Metode Greenshields, Hubungan Kecepatan-Kepadatan-Volume, Tingkat Pelayanan Jalan, Metode V/C Ratio, Jalan Perkotaan |
| Pembimbing 1 | Dr.Gito Sugiyanto.,St.,MT. |
| Pembimbing 2 | Eva Wahyu Indriyati, ST.,MT. |
| Pembimbing 3 | |
| Tahun | 2014 |
| Jumlah Halaman | 136 |
| Tgl. Entri | 2014-11-21 13:36:44.679857 |