Analisa Kinerja Ruas Jalan Underpass Makamhaji Sukoharjo

Setyawan, Neno and , Nurul Hidayati, ST., MT., Ph.D (2018) Analisa Kinerja Ruas Jalan Underpass Makamhaji Sukoharjo. Skripsi thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) NASKAH PUBLIKASI.pdf Download (577kB)
	PDF (Halaman Depan) HALAMAN DEPAN.pdf Download (564kB)
	PDF (Bab I) BAB I 2003.pdf Download (22kB)
	PDF (Bab II) BAB II 2003.pdf Restricted to Repository staff only Download (97kB)
	PDF (Bab III) BAB III 2003.pdf Restricted to Repository staff only Download (423kB)
	PDF (Bab IV) BAB IV 2003.pdf Restricted to Repository staff only Download (261kB)
	PDF (Bab V) BAB V 2003.pdf Restricted to Repository staff only Download (660kB)
	PDF (Bab VI) BAB VI 2003.pdf Restricted to Repository staff only Download (96kB)
	PDF (Daftar Pustaka) DAFTAR PUSTAKA.pdf Download (6kB)
	PDF (Lampiran) LAMPIRAN DATA PENDUDUK KOTA SURAKARTA.pdf Restricted to Repository staff only Download (455kB)
	PDF (Surat Pernyataan Publikasi Ilmiah) Doc1.pdf Restricted to Repository staff only Download (113kB)

Abstract

One of the problems in the city street is the congestion, as in the Makamhaji underpass, which is an alternative path connected to Solo with Sukoharjo. This study analyzes the performance of the underpass road segment to determine environmental condition, road geometry, current volume, road capacity and to know the performance of Makamhaji underpass road, by knowing the volume of traffic flow in the road, and road capacity so that the performance of the road segment results. The method used in this research is done by 2 ways, namely data of traffic volume survey data, road inventory and side obstacle, done directly in field (primary data). And secondary data by way of data settlement either from institution or from internet. Based on the results of all that both the primary and secondary data next to. Based on the results of the work analysis of Sukamarjo Makamhaji underpass roads calculations showing high side barriers 716 events, traffic volume at peak hour from 945 direction to Solo and 1078 directions to kartasura, capacity value 978,098 smps / hour Solo direction and 1148,202 smp / hour direction of Kartasura, with the degree of saturation (DS) Solo direction of 0.5898 and Kartasura direction of 0.6284, and the free flow rate 30.888 km / h, with the degree of saturation that level of service on Jalan underpass Makamhaji Sukoharjo included in service category C, with steady currents, and speed.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	underpass, traffic volume, side barrier, degree of saturation
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	Neno Setyawan
Date Deposited:	07 Apr 2018 06:56
Last Modified:	07 Apr 2018 06:56
URI:	http://eprints.ums.ac.id/id/eprint/61465

Actions (login required)

View Item