STUDI EVALUASI KAPASITAS LAHAN PARKIR TEPI JALAN PADA PUSAT PERBELANJAAN CAKRA NEGARA DI JALAN AA GEDE NGURAH KOTA MATARAM (NUSA TENGGARA BARAT)

PATUHURROHMAN, ADI (2009) STUDI EVALUASI KAPASITAS LAHAN PARKIR TEPI JALAN PADA PUSAT PERBELANJAAN CAKRA NEGARA DI JALAN AA GEDE NGURAH KOTA MATARAM (NUSA TENGGARA BARAT). Other thesis, University of Muhammadiyah Malang.

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STUDI_EVALUASI_KAPASITAS_LAHAN_PARKIR_TEPI_JALANPADA_PUSAT_PERBELANJAAN_CAKRA_NEGARADI_JALAN_AA_GEDE_NGURAH_KOTA_MATARAM.pdf

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Abstract

At cakra negara expenditure area that is at Jl. AA Gede Ngurah a large part configuration parking resides in wayside (on street parking) and a little part outdoor road body (off street parking). Along increase it citizen with city economics growth Mataram demanded to can to prepare facilities, between it transportation area, parking facilities that want parking place, traveled distance by foot short, cheap parking cost and easy will bring goods will be preferred, so that doesn't disturb traffic current around it. See condition on so necessary held study to detect parking capacity exist in expenditure area Cakra Negara at Jl AA Gede Ngurah Mataram City. Parking tune capacity evaluation result at Cakra Negara expenditure area at jl AA Gede Ngurah Mataram City as a whole has capacity base 153 parking vehicles. with recent condition 134 parking vehicles, with duration of parking 1 - 60 minutes as much as 34 % vehicle, 60 - 120 minutes as much as 27 % vehicle and as much as 39 % parking vehicle more than 120 minutes. Wayside parking influence towards traffic current performance at jl AA Gede Ngurah is a saturation of degree number height (DS) 0.83. From the three alternative, alternative at use is alternative two because condition of road body performance is better with base capacity parking tune 23 (SRP), traffic current volume (Q) 1704.4 smp/clock, with capacity (C) 3056.4 smp/clock produces saturation degree (DS) 0.56. From evaluation result, parking capacity at Cakra Negara shopping centre 5 year coming in jl AA Gede Ngurah base capacity parking tune 23 (SRP), traffic current volume (Q) 2147.47 smp/clock, with capacity (C) 3056.4 smp/clock produces saturation degree (DS) 0.70. in base capacity of effort pentameter road parking tune 62 (SRP), traffic current volume (Q) 2462.59 smp/clock, with capacity (C) 3120.74 smp/clock produces saturation degree (DS) 0.79.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Anggit Aldila
Date Deposited: 25 Jun 2012 03:35
Last Modified: 25 Jun 2012 03:35
URI: http://eprints.umm.ac.id/id/eprint/9338

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