Claim Missing Document
Check
Articles

STUDI KELAYAKAN INVESTASI FINANSIAL (Studi Kasus: Perumahan BIA Residence) Natasasmita, Ginanjar; Murtejo, Tedy; Chayati, Nurul; Lutfi, Muhamad
ASTONJADRO Vol. 7 No. 1 (2018): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v7i1.2272

Abstract

Bekasi merupakan salah satu kota yang berkembang dalam dunia properti pembangunan perumahan, menurut BPS Kota Bekasi jumlah penduduk Jatimurni Kec. Pondokmelati ditahun 2017 ±155.407 jiwa, PT. Bina Infra Antarnusa selaku developer akan membangun sebuah perumahan komersil. Perumahan ini diberi nama BIA Residence yang terletak dijalan Pabuaran, Jatimurni, Pondokmelati, Kota Bekasi, Jawa Barat. Dengan luas tanah yang ada ±1170 . Perumahan BIA Residence dibangun khusus bagi masyarakat menengah kebawah, tapi tidak menutup kemungkinan bagi masyarakat umum memiliki rumah di perumahan BIA Residence. Mengingat dana yang dibutuhkan cukup besar dalam jangka waktu yang panjang, maka perlu dilakukan penyusunan studi kelayakan investasi secara cermat dan tepat untuk menghindari resiko kerugian di masa yang akan datang dan sebagai pedoman dalam pengambilan keputusan apakah proyek perumahan BIA Residence dapat berjalan sesuai dengan yang direncanakan atau tidak. Upaya yang dapat dilakukan dengan posisi wilayah yang strategis adalah untuk mendapatkan hasil analisis studi kelayakan proyek pembangunan Perumahan BIA Residence ditinjau dari aspek teknis dan aspek finansial. Hasil yang diperoleh dari aspek teknis dengan luasan tanah yang ada ±1170  direncanakan jumlah rumah sebanyak 10 unit dengan type 45/80 sebanyak 2 unit, type 45/84 sebanyak 6 unit, dan type 57/96 sebanyak 2 unit.  Dari hasil aspek finansial menggunakan metode NPV didapat nilai sebesar Rp94.547.544,21,(NPV>0) maka proyek perumahan BIA Residence layak dijalankan dengan tingkat suku bunga 15% per tahun, dari metode IRR menggunakan suku bunga 10%-30% didapat hasil 22% dengan nilai MAAR 15%, maka IRR 22%>MARR 15% layak untuk dijalankan, tingkat suku bunga lebih besar dari pada MARR.
ANALISIS KEBUTUHAN DAN PENEMPATAN FASILITAS VARIABLE MESSAGE SIGNS DI KOTA DAN KABUPATEN BOGOR Naufal, Achmad; Murtejo, Tedy; Chayati, Nurul
ASTONJADRO Vol. 8 No. 1 (2019): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v8i1.2285

Abstract

Bogor merupakan kawasan padat penduduk terbesar di Indonesia. Pada tahun 2016 menurut Badan Pusat Statistik kota Bogor memiliki jumlah penduduk sebanyak 1.064.687 jiwa dan kabupaten bogor memiliki jumlah penduduk sebanyak 5.587.390 jiwa, dengan kepadatan penduduk yang tinggi, maka menyebabkan kemacetan yang sangat tinggi juga. penelitian ini bertujuan untuk memperoleh jumlah kebutuhan VMS untuk penempatan dan titik lokasi fasilitas VMS di kota Bogor yang sudah terpasang ada 3 titik VMS, yaitu di jalan keluar toll Bogor kearah Baranangsiang, jalan Jenderal Sudirman dan pertigaan jalur Tajur. Adapun usulan lokasi dan jenis pemasangan VMS yang berjumlah 3 buah yaitu di Jalan Raya Bogor (Simpang BORR), Jalan Raya Dramaga (Simpang Laladon) serta Jalan Baru (Simpang Yasmin ) serta di wilayah kabupaten Bogor yang berjumlah 3 buah yaitu berada di Jalan Raya Bogor (Simpang Sentul, Simpang Pemda dan Simpang Cibinong). Setelah itu segera dibangun VMS secepatnya agar bermanfaat untuk pengguna kendaraan, penumpang serta pejalan kaki di kota dan kabupaten Bogor.
ANALYSIS OF THE TRAFFIC IMPACT OF DEVELOPMENT SEKOLAH MARDI WALUYA KOTA BOGOR Sudrajat, Adriyanto; Murtedjo, Tedy; Chayati, Nurul; Rulhendri, Rulhendri
ASTONJADRO Vol. 9 No. 2 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i2.2640

Abstract

The construction of a certain area will have an impact on the performance of the surrounding traffic, this is due to the new movements caused, one of which is the expansion of the Mardi Waluya School building located in the city of South Bogor, referring to the regulation of the minister of transportation no. 75 of 2015, then the activity must be carried out a Traffic Impact Analysis, this analysis is carried out to find out how much impact caused by the generation and attraction by the new activity center. With standard calculations based on the Indonesian Road Capacity Manual (MKJI 2017). From the analysis obtained, the average value of the Existing VCR on the Jalan Pahlawan section is 0.55, Jl. Dreded 0,17, Jl. Aut 0,68, Jl. R Saleh Bustaman 0.58, Jl. Empty 0.98. There was no significant effect on traffic performance during construction. But it is predicted that in the period 2021-2025 it will change with a VCR value of: Jl. Pahlawan 0.57 - 0.63 Jl. Dreded 0,18 - 0,20 Jl. Aut 0,69 - 0,77, Jl. R Saleh Bustaman 0.59 - 0.65, Jl. Empty 1.00 - 1.10. An impact handling simulation was conducted to improve traffic performance, indicated by the VCR value on the Jl. Pahlawan 0.53 - 0.58 Jl. Dreded 0,17 - 0,19 Jl. Aut 0,39 - 0,43, Jl. R Saleh Bustaman 0.54 - 0.60, Jl. Empty 0.76 - 0.84.
EVALUATION OF DRAINAGE NETWORK ON GAYA MOTOR ROAD OF SUNGAI BAMBU SUB-DISTRICT TANJUNG PRIOK Riavi, Rama; Heryansyah, Arien; Chayati, Nurul
ASTONJADRO Vol. 11 No. 2 (2022): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v11i2.3240

Abstract

Drainage is a way to dispose of excess water that is not in an area. In other words, this drainage also works in controlling checked areas, puddles, and also flooding. Flooding is an event when excessive water flows overland. North Jakarta is an example of the city area in Indonesia that often experiences such flooding events with a repeated frequency every year. With low topographic conditions and also located in the northern coastal area of Java Island, resulting in a large flow of water through North Jakarta. One of the areas that always experiences flooding is Jalan Gaya Motor, Sungai Bambu Village Tanjung Priok sub-district. Flooding in this area caused major losses in economic mobility in North Jakarta because the road is the main access to an s considerable automotive factory area in the Jakarta area. Drainage systems in the area need to be designed to accommodate water discharge especially when it is raining. Drainage capacity needs to be accounted for to accommodate existing water discharge. From the results of the analysis obtained the amount of channel capacity value of 0.46 m3/s, then bulk discharge flood plan in the period of-2 Years 22.95 m3/s, for 5 Years 34.26 m3/s, for 10 Years 41.75 m3/s. With the flooded value of the plan, it was concluded that the capacity of the existing channel could not accommodate rain at the peak discharge of the plan, so the area always experienced flood events. Also, drainage channels in the area were affected by the high rise in water levels due to the influence of tides with an average increase of 0.6 m with an average elevation of water level of 0.607.
EVALUATION OF THE PERFORMANCE OF JAK LINGKO URBAN PUBLIC TRANSPORT ON ROUTES 1, 2, 3, 4, 5, 6, 7, 8, 9, AND 10 OF DKI JAKARTA PROVINCE Ramadhanni, Muhammad Iqbal Fauzan; Murtedjo, Tedy; Chayati, Nurul
ASTONJADRO Vol. 9 No. 2 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i2.3293

Abstract

Evaluation of the performance of urban public transport Jak Lingko on routes 1, 2, 3, 4, 5, 6, 7, 8, 9, and 10 provinces in Jakarta. DKI Jakarta is a city with all its activities that require transportation to support the movement of its people, whether in the city or people around the border with the city area. Existing public passenger transportation must have good performance or service. This research was conducted to see the performance and service level of Jak Lingko transportation in 2020. In total there are 53 routes that must be evaluated in the DKI Jakarta Province, but for this research that will be evaluated are routes 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10, if you have obtained the performance results of Jak Lingko public transport then based on the minimum service standard method (SPM) Decree of the Director General 2002 and the SPM of the World Bank. The results of the analysis of these 10 routes found 4 routes in 2 indicators that need to be improved again or that do not meet the SPM parameters, the routes in question are the Jak 9, Jak 4, Jak 6 and Jak 7 routes. The headway indicator which is in the middle parameter of SPM Decree of the Director General of 2002, in the travel indicator does not meet the World Bank SPM, 3 more routes namely Jak 4, Jak 6 and Jak 7 which need to be improved again are in the travel indicators for SPM SK Dirjen 2002.
TRANSIT ORIENTED DEVELOPMENT (TOD) IN KAWASAN BAKRIE NIRWANA RESIDENCE MULYA HARJA Al Munawar, Muhammad Agil; Murtejo, Tedy; Rulhendri, Rulhendri; Chayati, Nurul
ASTONJADRO Vol. 10 No. 1 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i1.3532

Abstract

The regional development plan and integrated transportation network in the city of Bogor, especially in the Bogor Nirwana Residence Mulya Harja area, requires a plan for determining transit-based movements. The concept of transit oriented development (TOD) is a spatial engineering approach that focuses its development around transit points. The space developed in a transit-oriented area has the characteristics of high density, various mixes (updates) and a design area that is friendly to pedestrians and bicycle users. As for anticipating the emergence of transportation problems in the development of the TOD area, a study is carried out on the analysis of potential generation and attraction to find out how much movement is entering a zone or leaving a zone.to predict the amount of traffic pull generation to and from the TOD area development location. Data collection techniques include existing observations, traffic surveys and document review. The analysis of land use designation refers to the standards and regulations related to the development of transit-oriented areas, while the calculation of the generation of attraction uses the coefficient ofITE (Institute Transportation Engineers) Generation 9th. The results of the research are the level of conformity of the Basic Building Coefficient (KDB), Building Floor Coefficient (KLB) and Green Base Coefficient (KDH) on land use designation on the application of the TOD concept in the BNR area. The results were KDB with a preset rate of 64%, KLB with a percentage rate of 3.28 and KDH of 10%. In the calculation results of the movement generation obtained in the study area with a total of 2,118 (Trips / Hour), while for the results of the movement of the movement obtained in the study area with a total of 31,780 (trips/hour).
ANALYSIS VISIBILITY PARK AND RIDE TANGERANG DISTRICT (case study Cisauk Station) Lestari, Ayu; Murtejo, Tedy; Chayati, Nurul
ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i2.3542

Abstract

Tangerang Regency is an area located in Tatar Pasundan, Banten Province, Indonesia. This area is located 30 km west of Jakarta and 90 km southeast of Serang. With an annual population growth rate of ± 2.15 percent, the total population of Tangerang Regency in 2020 is ± 2,838,621 according to the Central Statistics Agency (BPS) of South Tangerang Regency. South Tangerang Regency which has an area of 959.6 kilometers. This research was conducted to determine the feasibility level of the Park and Ride development plan in Tangerang Regency. Traffic counting surveys and interviews were carried out on main road sections which were then processed using Microsoft Excel to determine the parking accumulation until the fluctuation of motorbikes and cars was known. Furthermore, the interview data is processed to determine the amount of public interest in the development of Park and Ride which is reviewed based on gender, age, trip duration, trip intent, parking duration, monthly fuel expenditures, desired parking rates and those who agree to use Park and Ride when the survey was conducted. at 06.00-21.00 WIB on the road in the Cisauk Station area. From the results of processing this data using Microsoft Excel, it was found that the characteristics of Park and Ride facilities users and also the number of users of Park and Ride facilities for motorbikes were 2349, while for cars of 272 with a plan age until 2021, this proves there is a need for increased interest in motorbikes. Park and Ride development at Cisauk Station, Tangerang Regency.
Review of the Rising and Attaching Movement at Subdistrict of Kemang, Parung and Ciseeng in Bogor District Fauzi, Ahmad; Murtedjo, Tedy; Chayati, Nurul
ASTONJADRO Vol. 11 No. 3 (2022): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v11i3.4230

Abstract

The average level of vehicle ownership, number of students, working population, number of schools and the average family income can cause an increase in movement in the form of generation and attraction. The rise and pull of traffic on land use, especially in the Districts of Kemang, Parung and Ciseeng is one of the problems that often causes traffic jams during busy times in the morning and afternoon. To overcome these problems, the author opens an analysis of the generation and pull of the movement of traffic flow. The land use that will be analyzed to predict trip generation and attraction, namely the Hospital, Housing, Shopping Center, Office, Industry and Education Areas (SD, SMP and SMA/SMK/Private and Non-Private), while the classification of roads used are Arterial and Collectors located in Parung Subdistrict, Kemang Subdistrict and Ciseeng Subdistrict. Analysis of roads using 2017 MKJI and prediction of generation with ITE (Trip Generation Manual) and modeling with Saturn applications. Looking at the Existing Conditions at the study site for road network data, it can be concluded that the level of service at each entrance in the categories C and D, which means the value of C is a stable current and D is an unstable starting flow. The large number of trip generation and attraction at the study sites in three sub-districts namely Ciseeng, Parung and Kemang Subdistricts which included the education area, trading center or market, parks, and hospitals had a generation of 9,140 trip/hour and a Tug of 29,404 trip/hour. The design equation for transportation modeling in Ciseeng sub-district, Parung dang Kemang is Y = 94,565 + 1,015 (X).
FEASIBILITY STUDY OF PARK AND RIDE IN ALUN-ALUN BEKASI CITY Maulana, Aldy; Murtejo, Tedy; Rulhendri, Rulhendri; Alimuddin, Alimuddin; Chayati, Nurul
ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i2.4254

Abstract

The efforts of the Bekasi City government to reduce congestion and make it easier for the community to mobilize to DKI Jakarta by implementing the Park and Ride concept, in this case the Bekasi City government plans to build a Park and Ride facility in the Bekasi City square. This research was conducted to determine the feasibility level of the Park and Ride development plan in the Bekasi City square and also to obtain an overview of the existing results of the traffic conditions in the Bekasi City square area (PMI Tennis Court). The traffic counting survey and interviews were conducted at Bekasi Station, on Jalan Ir. H juanda, Jalan Perjuangan, Jalan Pramuka and Jalan Veteran which are then processed using Microsoft Excel to find out the maximum demand from Park and Ride, namely 1527 motorbikes and 308 units of cars, the economic feasibility level of the Park and Ride building shows an IRR of 3.4% , the NPV value> 1 is IDR 102,280,883,874.40 and BCR is 1.37. With a prediction of a building length of 25 years, while for roads that become accessibility for vehicles to and from the Park and Ride building, the lowest level of service occurs on Veteran and Pramuka roads, with service levels F and E. This proves that traffic engineering is necessary. and increasing road capacity, to and from Park and Ride, with pedestrian access and bicycle lanes (to improve road performance).
Analysis of Generation and Attraction in Bogor Regency (Case Study: Tenjolaya Sub-District, Tamansari Sub-District and Tenjolaya Sub-District) Zakiyah, Qonita; Murtejo, Tedy; Chayati, Nurul
ASTONJADRO Vol. 12 No. 1 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i1.4263

Abstract

Tenjolaya Subdistrict, Tamansari Subdistrict, and Ciomas Subdistrict of Bogor District has an area of 61.74 km2, divided into 25 villages, and 1 urban-village with those total populations density are 4,819.7 people/km2. The increasing population and significant development in the region has increased the movement of traffic flows to and from the region, which is expected to cause some particular problems in traffic congestion on Road segments. This research aims to make the model of the trip generation and the trip attraction caused by land use such as education area, medical, office, lodging, physical fitness center and tourism in the three sub-districts. MKJI 2017 is used as a data processing guideline for the method of calculation of transport analysis. Then use Trip Generation Manual and modelled into SATURN software. Total trip generations from 3 sub-districts of the study area are 4,403.78 trips/hour, and with total trip attractions are 6,165.33 SMP/hour. The design of the transportation modelling equation for Ciomas subdistrict, Tamansari District, and Tenjolaya subdistrict is 21,230 – 0,950 (X). The Model of trip generation and trip attraction has a value of R2 = 0,9687. The level of service is obtained index in the range of A until D, with an average is B, indicating a relatively stable condition. although in some areas, it is still necessary to repair and improve road network infrastructure, and strive for a comfortable and efficient alternative public transport system (time, cost, energy) to transfer people from private vehicles to Public transport.
Co-Authors Abdul Rahman Abdurahman, Erik Erlangga Adani, Ahmad Kafa Ade Mulyana, Ade Adriansyah, Asrul Afrilia, Sintiya Ahmad Muhajir, Ahmad Ahmad Rifai Ahmad Suhaedi Ahmad, Zaprulloh Ahyani, Zaenudin Al Bahry, Syah Razad Lutfhy Al Munawar, Muhammad Agil Aldy Maulana, Aldy Alimuddin Alimuddin Alimuddin, Alimuddin Ardila, Fitri Aning Ayu Dwi Ari Setiawan Ariani, Rini Arief Goeritno Arien Heryansyah Aryanti, Reska Asep Maulana, Asep Asep Saepul Hidayat AYU LESTARI Azhari, Denny Denia Maulani Dian Wulandari Eko Hadi Purwanto Fadhila Muhammad Libasut Taqwa Farodhiyah, Siti Nurfatimatul Fauzi Ahmad Muda Feril Hariati Gilang Aditya Pratama Handayani, Juny Handrianto, Yayan Herman Herman Hidayah, Khoiron Ida Hayati, Noor Idi Namara Ilham Bintang Ilmi Dian Rachmawati Insan, Muhamad Khaerul Insan, Muhammad Khaerul Jafar Sidik Jannah, Lifa Raudhatul Jodi Sumarno, Ajie Kelvin Eliansyah Khaerul Insan, Muhammad La Ode M. Gunawan Giu Luluk Dianarini Maulana, Miftah Moh. Didi Haidir1 Muhamad Fadli Muhamad Lutfi Muhammad Dawud Muhammad Hasan Wicaksono Muhammad Ilham Muhammad Nanang Prayudyanto Muktadir, Redho Mustika Mustika Natasasmita, Ginanjar Naufal, Achmad Nopiyansah, Muhammad Ilham Novianto, Dicky Pratama, Septian Anggi Putri, Andini Rizkarti Rahadian, Muhamad Luthfi Rahman, Ari Awalul Ramadan, Fahreza Rahmatsyah Ramadhanni, Muhammad Iqbal Fauzan Ria Fitri Ria Fitri Riavi, Rama Rifaldi, Reza Ritzkal, Ritzkal Roy Waluyo Rudi Irawan Rulhendri Rulhendri Sadewa, Galih Salam, Edi Nur Salman, Nurcholis Sandi Suandi Saprudin, Achmad Shulyana, Halyatunisa Dewi Sri Widodo Suali, Muhamad Subroto, Prayogo Halim Sudrajat, Adriyanto Sudrajat, Endang Suhendar Suhendar, Suhendar Sunandar, Nandar Syaiful . Syaiful Syaiful Tedy Murtedjo Tedy Murtejo Wicaksono, Muhamad Hasan Wilter Sariyanto Simanjuntak Witarsa, Aceng Zakiyah, Qonita