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ITS » Paper and Presentation » Teknik Sipil D4
Posted by tondoindra@gmail.com at 05/11/2015 08:46:10  •  1006 Views


ANALISA KINERJA LALU LINTAS AKIBAT PEMBANGUNAN STADION GUNUNG LENGIS GRESIK

PERFORMANCE ANALYSIS OF TRAFFIC DUE TO CONSTRUCTION OF GUNUNG LENGIS STADIUM GRESIK

Author :
SARITA, SESTI ( 3112040606 )




ABSTRAK

Gresik merupakan kota industri Jawa Timur. Perubahan tata guna lahan akan mengakibatkan perubahan dalam sistem transportasinya. Dengan adanya rencana akan dibangunnya Stadion Gunung Lengis dengan kapasitas 30.000 tempat duduk yang berlokasi di Jl. Veteran Kelurahan Segoromadu Kecamatan Kebomas Kabupaten Gresik tentunya akan terjadi bangkitantarikan lalu lintas baru di kawasan tersebut dan kemudian akan memberikan tambahan volume lalu lintas yang akan membebani ruas jalan dan persimpangan di sekitar Stadion Gunung Lengis. Analisa kinerja persimpangan dan ruas jalan untuk kondisi saat ini dan untuk 5 tahun mendatang hingga tahun 2020 dilaksanakan dengan dasar metoda MKJI 1997 serta dengan bantuan program KAJI. Berdasarkan hasil analisa kondisi eksisting pada tahun 2012 dan kondisi persimpangan pada tahun 2015 tingkat pelayanan pada persimpangan Nippon Paint dan persimpangan Mc Donnald pada puncak pagi siang dan sore rata-rata adalah antara LOS E sampai LOS F maka kondisi simpang saat ini sudah tidak memenuhi persyaratan. Sehingga perlu perbaikan yaitu perubahan geometrik manajemen lalu lintas dan waktu sinyal pada persimpangan untuk saat ini tahun 2015 sampai jangka waktu 5 tahun kedepan tahun 2020. Disarankan untuk pelebaran ruas jalan di jl. Romokalisari Jl. Mayjen Sungkono dan Jl. Veteran tanpa menghilangkan saluran untuk memperkecil volume kendaraan menuju Stadion Gunung Lengis.


ABSTRACT

Gresik is an industrial city in east Java. The changes in land use will result in a change of its transportation system. With the plan to built Gunung Lengis stadium with capacity of 30000 seats located in Veteran street Segoromadu village Kebomas districts Gresik regency will make enhancement of new traffic in the region and then will provide additional volume of traffic overburdening the roads and intersections around Gunung Lengis stadium. Analysis of the performance of intersections and road segments for current conditions and 5 years to come till 2020 is implemented with basis of the MKJI 1997 method and KAJI program. Based on the analysis of existing condition in 2012 and intersection condition in 2015 level of service at Nippon Paint intersection and Mc Donnald intersection at the height of morning afternoon and evening the average is between LOS E to LOS F so that the intersection condition is not eligible. It needs improvement in geometric changes traffic management and signal timing at intersection in 2015 till 2020. It is recommended for road widening on Romokalisari Mayjen Sungkono dan Veteran street without removing the channel to decrease the volume of vehicles heading Gunung Lengis stadium



KeywordsStadion, Tarikan, Persimpangan, LOS
 
Subject:  Lalu Lintas
Contributor
  1. Ir.Rachmad Basuki, MS
Date Create: 05/11/2015
Type: Text
Format: PDF
Language: Indonesian
Identifier: ITS-paper-31121150008039
Collection ID: 31121150008039
Call Number: RSS 388.413 12 Sar a


Source
Paper and Presentation of Civil Engineering RSS 388.413 12 Sar a, 2015

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ITS-paper-31121150008039-39373.pdf




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