Analisis Penentuan Prioritas Penanganan Kerusakan Jalan Di Kecamatan Krian

Ziantono, Dio Hananda (2016) Analisis Penentuan Prioritas Penanganan Kerusakan Jalan Di Kecamatan Krian. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Dalam perkerasan jalan apabila perkerasan kaku telah mencapai akhir dari umur rencana sehingga tidak mampu untuk menahan beban lalu lintas yang berada di permukaannya, maka terdapat dua pilihan untuk meningkatkan kemampuan perkerasan kaku tersebut, yaitu dengan cara mengganti perkerasan tersebut dengan perkerasan beton yang baru, atau dengan menambah lapisan pada perkerasan yang sudah ada. Penurunan kualitas jalan ditandai dengan adanya kerusakan pada perkerasan kaku, kerusakan yang terjadi juga bervariasi pada setiap segmen di sepanjang ruas jalan. Jika dibiarkan dalam jangka waktu yang lama, hal tersebut akan memperburuk kondisi lapisan perkerasan sehingga mempengaruhi keamanan, kenyamanan, dan kelancaran lalu lintas. Dalam penanganan kerusakan jalan terdapat batas anggaran yang harus dipenuhi sehingga harus dibuatnya prioritas penanganan dimana kerusakan tersebut memiliki nilai biaya yang sedikit. Hasil yang diperoleh pada Tugas Akhir ini urutan penentuan prioritas penanganan kerusakan jalan yaitu prioritas pertama Jalan Kyai Mojo arah Krian, prioritas kedua JalanKyai Mojo arah Sidoarjo, prioritas ketiga Jalan Legundi arah Kab. Gresik, prioritas keempat Jalan Legundi arah Krian, prioritas kelima Jalan Ki Hajar Dewantara arah Mojosari lajur I, prioritas keenam Jalan Ki Hajar Dewantara arah Mojosari lajur II, prioritas ketujuh Jalan Ki Hajar Dewantara arah Krian lajur II, dan prioritas kedelapan Jalan Ki Hajar Dewantara arah Krian lajur I. ============================================================================== In road pavement, if rigid pavement has reached the end of its planned time thus is no longer to be capable of containing traffic load above the surface, therefore there are two choices to increase the ability of that rigid pavement, by changing the pavement with new concrete pavement or by adding layer above the existing pavement. Quality decrease of road is signed by having damage on its rigid pavement, the damage that happens, varies on each segment among the road. If it is abandoned for long time, that will worsen the condition of pavement layer so it will affect safety, comfort, and smoothness of traffic. In handling the damage of road, there is budget limit that has to be fulfilled so it has to be made that the first priority must have less budget. The obtained results of this Final Project are the priority of determining road damage maintenance that are first priority is Kyai Mojo Road Krian direction, second priority isKyai Mojo Road Sidoarjo direction, third priority is Legundi Road Gresik Districts direction, fourth priorityis Legundi Road Krian direction, fifth priority is Ki Hajar Dewantara Mojosari direction Lane I, sixth priority is Ki Hajar Dewantara Road Mojosari direction Lane II,seventh priority is Ki Hajar Dewantara Road Krian direction Lane II, and eighth priority is Ki Hajar Dewantara Road Krian Direction Lane I.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 625.76 Zla a
Uncontrolled Keywords: Studi Kerusakan Jalan, Legundi, Ki Hajar Dewantara, Kyai Mojo, Analisa Ekonomi, Road Damage Study, Legundi, Economy Analysis
Subjects: T Technology > TE Highway engineering. Roads and pavements
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > (S1) Undergraduate Theses
Depositing User: Mrs Anis Wulandari
Date Deposited: 14 Aug 2017 06:16
Last Modified: 14 Aug 2017 06:16
URI: http://repository.its.ac.id/id/eprint/48497

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