Jehudu, Gloryani F N (2019) EVALUASI PERLINTASAN SEBIDANG JALAN REL DENGAN JALAN RAYA DI KOTA SEMARANG (STUDI KASUS PERLINTASAN SEBIDANG DI JALAN SADEWA, JEMBAWAN RAYA DAN STASIUN JRAKAH ). Other thesis, UNIKA SOEGIJAPRANATA SEMARANG.
|
Text (COVER)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf COVER.pdf Download (608kB) | Preview |
|
|
Text (BAB I)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf BAB I.pdf Download (239kB) | Preview |
|
![[img]](https://repository.unika.ac.id/style/images/fileicons/text.png) |
Text (BAB II)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf BAB II.pdf Restricted to Registered users only Download (883kB) |
|
|
Text (BAB III)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf BAB III.pdf Download (374kB) | Preview |
|
|
Text (BAB IV)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf BAB IV.pdf Download (2MB) | Preview |
|
|
Text (BAB V)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf BAB V.pdf Download (229kB) | Preview |
|
|
Text (DAFTAR PUSTAKA)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf DAPUS.pdf Download (332kB) | Preview |
|
|
Text (LAMPIRAN)
14.B1.0080 GLORYANI FRANSISKA NURCAHYANI (6.97)..pdf LAMP.pdf Download (1MB) | Preview |
Abstract
Development in transportation can form crossing between road and railroad, between these two tranportation facilities some problem could happen,which are accident and traffic. Therefore control management will be necessary. Level crossing is an intersection where a railway line crosses a road at the same level. In Indonesia, there’s regulation about level crossing which is SK 770 tahun 2005. In sadewa street, jembawan raya street and stasiun jrakah street there’s double track railway and level crossing without barrier. To evaluate level crossing, this research used survei method, such as traffic volume survei, train frequency survei, survei level crossing facilities, spot speed survei, queque length, and delayed time. Based on analysis on level crossing technical regulations, level crossing in sadewa street (308.307,49 smpk), jembawan raya street (66.903,09 smpk) and stasiun jrakah (216.666,39 smpk) street not fullfilling level crossing standart regulations (< 35.000 smpk) and it should be changed to flyover or underpass. Eventho from queque and stopped delay analysis road capacity still capable to handle the traffic (DS<0,75), but based on volume analysis road capacity in sadewa street and stasiun jrakah street not capable enough to handle the traffic(DS>0,75) so re-observation to road condition will be necessary. Keywords: Level crossing, railway, road, queque, stopped delay, road capacity,volume
| Item Type: | Thesis (Other) |
|---|---|
| Subjects: | 300 Social Sciences > 380 Commerce, communications & transportation > 385 Railroad transportation |
| Divisions: | Faculty of Engineering > Department of Civil Engineering |
| Depositing User: | Mr Lucius Oentoeng |
| Date Deposited: | 02 Jul 2019 08:33 |
| Last Modified: | 02 Jul 2019 08:33 |
| URI: | http://repository.unika.ac.id/id/eprint/19360 |
Actions (login required)
 |
View Item |