Analisa Kinerja Simpang Empat Manahan Surakarta

Rozaq, Ainur and , Nurul Hidayati, ST.,MT.,Ph.D. (2017) Analisa Kinerja Simpang Empat Manahan Surakarta. Skripsi thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) NASKAH PUBLIKASI.pdf Download (1MB)
	PDF (Halaman Depan) HALAMAN DEPAN.pdf Download (2MB)
	PDF (Bab I) BAB I OK.pdf Download (196kB)
	PDF (Bab II) BAB II OK.pdf Restricted to Repository staff only Download (419kB) | Request a copy
	PDF (Bab III) BAB III OK.pdf Restricted to Repository staff only Download (6MB) | Request a copy
	PDF (Bab IV) BAB IV OK.pdf Restricted to Repository staff only Download (196kB) | Request a copy
	PDF (Bab V) BAB V OK.pdf Restricted to Repository staff only Download (652kB) | Request a copy
	PDF (Bab VI) BAB VI OK.pdf Restricted to Repository staff only Download (90kB) | Request a copy
	PDF (Daftar Pustaka) DAFTAR PUSTAKA.pdf Download (11kB)
	PDF (Lampiran) LAMPIRAN.pdf Download (1MB)
	PDF (Pernyataan Publikasi Ilmiah) 4. PERNYATAAN PUBLIKASI ILMIAH.PDF Restricted to Repository staff only Download (79kB) | Request a copy

Abstract

The volume of traffic flow that exceeds road capacity, causing a problem such as traffic indicipline, accidents, vehicle queues and delay. Four-Leg Manahan Intersection Surakarta arranged by using traffic signals. In addition, physically, in the middleof this intersection is equipped with a roundabout. This study aims to determine traffic volume, intersection performance using traffic signals setting and roundabout setting. The data consist of primary data i.e. road geometry, road environment condition and traffic volume, and secondary data i.e. Surakarta’s population, Surakarta’s region map obtained from Central Java BPS and signal time from Dishubkominfo Surakarta. Signalized intersection is arranged in 3 phase signals with cycle time is 103 seconds.The performance analysis is done based on MKJI 1997 method. Based on the analysis, it is obtained traffic volume in the morning peak hour is 13472 veh / hour and the afternoon is 11448 veh / hour. The capacity of each approach West 763,21 pcu / hour, North 1069,41 pcu / hour, East 963,45 pcu / hour and South 728.22 pcu / hour. The performance of the signalized intersections is stated in the DS at West Approach is 2.12, North is 0.86, East is 1.62 and South is 1.08. The performance of intersection with the roundabout obtained capacity section BU is 6078,69 pcu / hour, UT 4975.02 pcu / hour, TS 8681,16 pcu / hour and SB 4270,54 pcu / h, expressed in DS section BU 0.72, UT 0.75, TS 0.46 and SB 0.90. The value of roundabout traffic delays (DT) at BU 20,39 sec / pcu, UT 19,44 sec / pcu, TS 1,05 sec / pcu and SB 16,49 sec / pcu. The value of queue probability is obtained BU 13.15% up to 40.38%, UT 15.18% up to 34.96%, TS 5.10% to 10.92%, SB 26.85% up to 58.07%.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	MKJI 1997, Kinerja, Simpang Bersinyal, Simpang Bundaran.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	AINUR ROZAQ
Date Deposited:	02 Nov 2017 06:20
Last Modified:	02 Nov 2017 06:20
URI:	http://eprints.ums.ac.id/id/eprint/56731

Actions (login required)

View Item