Evaluasi Geometrik dan Pelengkap Jalan pada Ruas Jalan Gajah Mada, Batam

Fikri, Yan Heri (2019) Evaluasi Geometrik dan Pelengkap Jalan pada Ruas Jalan Gajah Mada, Batam. Undergraduate thesis, Universitas Internasional Batam.

[img] Text
s-1511045-abstract-en.pdf

Download (1MB)
[img] Text
s-1511045-abstract-id.pdf

Download (1MB)
[img] Text
s-1511045-bibliography.pdf

Download (1MB)
[img] Text
s-1511045-chapter1.pdf

Download (1MB)
[img] Text
s-1511045-chapter2.pdf

Download (596kB)
[img] Text
s-1511045-chapter5.pdf

Download (1MB)
[img] Text
s-1511045-cover-id.pdf

Download (538kB)

Abstract

Pembangunan jalan Gajah Mada yang sudah cukup lama membutuhkan evaluasi ulang karena dapat terjadi perbedaan kondisi lalulintas kendaraan pada perencanaan dengan kondisi lalu lintas sekarang, dan kondisi geometrik jalan yang ekstrim tanpa rambu peringatan dan rambu lalulintas yang kurang memadai dapat memicu konflik lalulintas bahkan kecelakaan. Evaluasi yang dilakukan meliputi komponen alinyemen horizontal, komponen alinyemen vertikal dan pelengkap jalan khusunya rambu lalulintas dan marka jalan dengan membandingkan keadaan eksisting geometri jalan dan pelengkap jalan dengan kondisi lalu lintas sekarang seperti volume kendaraan rata-rata dan kecepatan rata-rata aktual. Evaluasi yang dilakukan mengacu pada modul Tata Cara Perhitungan Geomteri Jalan Perkotaan dan Antar Kota No.038/TBM/1997, dan untuk evaluasi pelengkap jalan mengacu pada modul Departemen Perhubungan tentang Penempatan Fasilitas Perlengkapan Jalan. Pada analisa alinyemen horizontal yang mengacu pada kecepatan maksimum rata-rata 60,3 km/jam, didapat nilai jari-jari minimum 119.29 m dan besar jari-jari minimum eksisting 233,71 m maka kondisi sesuai, daerah bebas pada tikungan didapat dari hasil analisa 2,844 m dan pada kondisi eksisting 3,2 m maka kondisi sesuai, pelebaran jalur lalulintas pada tikungan didapat dari analisa sebesar 1,1 m dan pada kondisi eksisting tidak ada pelebaran jalur yang terjadi maka kondisi eksisting tidak sesuai, superelevasi analisa 1,74% dan kondisi eksisting 8,57% maka sesuai, dan dari analisa lebar jalur dan bahu jalan didapat lebar ideal sebesar 7 meter untuk jalur dan 2 meter untuk bahu, pada kondisi eksisting jalan lebar jalur 7 meter dan bahu sebesar 2 meter maka kondisi eksisting sesuai. Pada analisa alinyemen vertikal didapat nilai kelandaian maksimum sebesar 8% dan pada kondisi eksisting 8,56% maka tidak sesuai, panjang lengkung vertikal dari analisa didapat 288,48 m dan kondisi eksisting 178,77 m maka tidak sesuai. Pada pelengkap jalan seperti rambu dikarenakan beberapa kondisi alinyemen tidak sesuai maka perlu adanya rambu prtingatan jalan menanjak landai, rambu peringatan tikungan kiri tajam dan rambu peringatan batas maksimum kecepatan kendaraan 50km/jam, untuk marka jalan perlu dilakukan pengecatan ulang marka membujur dan melintang agar pengendara dapat mengetahui batas lajur yang dilewati. ********************************************************************** The construction of the Gajah Mada road, which has long needed a re-evaluation because there can be differences in vehicle traffic conditions in planning with current traffic conditions, and extreme road geometric conditions without warning signs and inadequate traffic signs can trigger traffic conflicts and even accidents. Evaluations carried out included horizontal alignment components, vertical alignment components and road complements especially traffic signs and road markings by comparing the existing state of road geometry and road complement with current traffic conditions such as average vehicle volume and actual average speed. The evaluation carried out refers to the module Procedures for Calculating Urban and Intercity Road Geometry No.038 / TBM / 1997, and for complementary road evaluations refer to the Department of Transportation module on Placement of Road Equipment Facilities. In the analysis of horizontal alignment which refers to the maximum maximum speed of 60.3 km / hour, the minimum radius value of 119.29 m is obtained and the minimum radius of existing existing 233.71 m then the conditions are appropriate, the free area of the bend is obtained from the analysis 2,844 m and on the existing condition 3.2 m then the conditions are suitable, widening the traffic lane on the bend obtained from the analysis of 1.1 m and in the existing conditions there is no widening of the path that occurs then the existing conditions are not suitable, superelevation of the analysis of 1.74% and the existing condition is 8.57% so it is appropriate, and from the path width and shoulder analysis analysis, the ideal width is 7 meters for the track and 2 meters for the shoulder, on the existing condition of the 7 meter track width and 2 meter shoulder, the existing conditions are appropriate. In the analysis of vertical alignment obtained the maximum slope value of 8% and at the existing condition 8.56% it is not suitable, the vertical arch length of the analysis obtained 288.48 m and the existing condition 178.77 m then it is not appropriate. In road complements such as signs because some alignment conditions are not appropriate, there is a need for signs of sloping uphill road signs, sharp left turn warning signs and warning signs for maximum vehicle speed 50km / hour, road markings need to be repainted longitudinal and crossing markers so that drivers can know the lane boundary passed.

Item Type: Thesis (Undergraduate)
Additional Information: Similarity: 20
Uncontrolled Keywords: Geometric, Horizontal Alignment, Vertical Alignment, road complement
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TE Highway engineering. Roads and pavements
Divisions: School of Civil Engineering and Planning > Civil Engineering
SWORD Depositor: Admin Repository Universitas Internasional Batam
Depositing User: Admin Repository Universitas Internasional Batam
Date Deposited: 16 Oct 2019 07:13
Last Modified: 16 Oct 2019 07:13
URI: http://repository.uib.ac.id/id/eprint/1473

Actions (login required)

View Item View Item