ANALISIS PERBANDINGAN BIAYA DAN WAKTU FLEXIBLE PAVEMENT DENGAN CAKAR AYAM MODIFIKASI PADA JALAN SEKAR PUTIH KOTA MOJOKERTO

  • Iwan Kuswanto

Abstract

Mojokerto is the main supporting city for the capital of East Java Province. The city is experiencing very rapid development as seen from the local revenue which has increased every year. The city of Mojokerto is one of the areas included in the Surabaya metropolitan area, namely Gerbangkertosusila. Currently, there is the Surabaya - Mojokerto Toll Road, which is often called the SUMO Toll Road. As is the case with Sekar Putih Street in Mojokerto City, this road is an alternative road that connects the Mojokerto city area with Mojokerto district if there is congestion in the Mojokerto city area, especially the Mojokerto bay pass road, then this route will be used as an alternative road with heavy vehicles passing by on this road. But the problem is that Jalan Sekar Putih has poor soil carrying capacity, so the road is often damaged and bleeds quickly, so the city government often has to carry out repairs/maintenance on Jalan Sekar Putih. So it is necessary to do a study by comparing the types of construction that are efficient with the Velue Engineering Method between Flexible Pavement structures and Modified Chicken Claws (results from VE) which are used to solve problems on the Sekarputih road in Mojokerto City.The results of the analysis of cost requirements and their maintenance costs are more efficient. Modified Chicken Claws and time for the construction of the Modified Chicken Claw system are 11.11% more efficient than Flexible Pavement construction.written in Indonesian and English with the following qualifications: 1 paragraph, spaced 1, font size 11 pt, Cambria 250 – 300 words. Abstract contains the background of the research, objectives, research methods, conclusions and contributions of researchers in scientific field.

Downloads

Download data is not yet available.

References

Anas,Puri, 2015, Studi paramterik perkerasan jalan beton sistem pelat terpaku pada tanah dasar lunak 1, Annual Civil Engineering Seminar, 2015, Pekanbaru.
Badan Standarisasi Nasional, 2012. Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung. SNI 03-1726-2012. BSN, Bandung
Badan Standarisasi Nasional, 2013. Persyaratan Beton Struktur untuk Bangunan Gedung. SNI 2847-2013. BSN, Bandung
Liem, Lodofikus Dumin, Ferdinan Nikson Maridi, Andreas S. S, 2018, Komparasi Hasil Perencanaan Rigid Pavement Menggunakan Metode AASHTO '93 dan Metode Pd T-14-2003 Pada Ruas Jalan W. J. Lalamentik Kota Kupang, Jurnal Dosen Politeknik Negeri Kupang, 2018, Kupang.
Lucas, Caesar,2010,Perbandingan Konstruksi Perkerasan Lentur Dan Konstruksi Perkerasan Kaku Serta Analisa Ekonominya Pada Proyek Jalan SP5-SP8 Kabupaten Manokwari, ITS, Surabaya.
Najoan, C.A. (2016). Analisis Metode Pelaksanaan Plat Precast dengan Plat Konvensional Ditinjau Dari Waktu dan Biaya (Studi Kasus : Markas Komando Daerah Militer Manado). Manado : Jurnal Universitas Sam Ratulangi Manado.
Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat, 2016. Pedoman Analisis Harga Satuan Pekerjaan Bidang Pekerjaan Umum. No.28/PRT/M/2016. JDIH, Jakarta
Witjaksana, B. (2012). Value Engineering Pekerjaan Pondasi Pada Proyek Pabrik Semen Bosowa Banyuwangi. Extrapolasi Jurnal Teknik Sipil Untag Surabaya, Vol. 05, No. 02, 12-12
Published
2023-08-23
Section
Articles