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ANALISIS DAMPAK LALAULINTAS ON-OFF RAMP JATIKARYA TERHADAP JALAN TRANSYOGI , CIBUBUR Darmadi; AR Indra Tjahjani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.2

Abstract

The Cimanggis - Cibitung toll road is part of the development of the Jakarta city ring toll road in accordance with the Government of the Republic of Indonesia program in overcoming traffic congestion in Jabotebek. Cimanggis - Cibitung Toll Road is the second Jakarta toll ring road from Cibitung - Cimanggis - Ciputat - Balaraja. In this segment, Cimanggis - Cibubur has an exit from the Jatikarya toll road, which meets the National Transyogi road in the city of Jatikarya. This Jatikarya Exit toll road will affect traffic behavior on the National Transyogi road, both congestion and vehicle speed. The study of the effect of Jatikarya toll exit is aimed at evaluating the speed, density, traffic volume, V / C ratio parameters that occur both before and after the Jatikarya toll exit operates. The research method used is quantitative method by collecting road geometric data, geometric intersections and traffic data at present 2019 through direct surveys at the study site and related data on the Cimanggis - Cibitung toll road. From the research results, the average velocity value on Transyogi road is 23 km / hr and V / C ratio is = 0.9 during peak hours in existing conditions in 2019. Whereas after the toll road operates, the average speed value on Transyogi road is 32 km / hour and V / C constellation = 0.8 with the condition "do nothing". In "do something" conditions, namely with traffic management carried out mainly on intersections associated with Transyogi roads, namely intersection Kranggan, exit Jatikarya toll road, Ciangsana intersection and tourist city Exit Tol and obtained an average speed of 35 km / h and V / C ratio = 0.7. At 2029 , with "do something" conditions, namely with traffic management carried out mainly on intersections associated with Transyogi roads, namely four-way intersection of Kranggan, exit Jatikarya toll road, Ciangsana intersection and Kota Wisata exit Tol and obtained an average speed of 35 km / h and V/C ratio = 0.97
PERBANDINGAN BIAYA DESAIN PERKERASAN ASPAL DENGAN UMUR RENCANA PADA PROYEK JALAN BATAS KOTA CILEGON-CIBALIUNG DAN CITEREUP-TANJUNG LESUNG Jimmy Nugroho; Darmadi
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.17

Abstract

Roads are an important infrastructure in supporting economic development in an area. Good quality is prioritized for the safety and comfort of road users. Improvement of the Beru –Cinandang Road Section (STA 0 + 000 - 9 + 410), Pandegelang Regency consists of pavement thickness, and calculation of the budget plan. The methods used include Road Pavement Design Manual Number 02 / M / BM / 2013 and calculating the Cost Budget Plan using the Analysis of Work Unit Price (AHSP) for the Public Works Balitbang 2012 Public Works, from each of the pavement thickness planning results. The research data used include primary and secondary data from the Cilegon-Cibaliung City and Citereup-Tanjung Lesung Boundary Road Reconstruction project. The results of this study are road pavement planning with a road body width of 7 m, planning pavement thickness with Laston and Asbuton with Laston Layer 4 cm thick, Laston layer between AC-BC 6 cm thick, Laston AC Base base layer 16 thick with top foundation in the form of stone broke the class A 30 cm along with the bottom foundation of the selected heap with a thickness of 30 cm and calculated the Comparison of the Budget Plan for 20,989,956,000.
PERENCANAAN ULANG PERKERASAN TAXIWAY N1-NP2 DARI FLEXIBLE KE RIGID DI BANDAR UDARA JUANDA SURABAYA Fahri Gunawan; Darmadi
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 22 No. 2 (2023): EDISI BULAN NOVEMBER 2023
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v22i2.160

Abstract

Juanda Airport Surabaya have increase in annual flight, which it result in decreasing the capable of airside to facilitate the growth of aircraft movement. The damage of NP2’s taxiway caused by pavement temperature that reaches softening point of taxiway pavement and the height of water table in that area so when damage occur it may disturb the aircraft’s take off, so that need assessment to improving facility, which’s the plan is improving facility of NP2’s taxiway. In the plan to develop a taxiway facility, it able to plan the improving the taxiway using FAA (Federal Aviation Administration) in geometric calculation and pavement thickness with manual method and compare to software support program FAARFIELD, then the result entered in COMFAA. The plan to improving pavement are changing existing pavement from flexible pavement to rigid pavement. After comparison, the result of calculation for each pavement layer are geometric of taxiway with 806,77m x 30m, with each thickness of foundation is 10 inch and the thickness of concrete slab is 15,2 inch. Then obtain the value of PCN with 88,2 and the change of flexible pavement to rigid pavement.
PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) PADA RUASJALAN PASIR PUTIH KELURAHAN PASIR PUTIH KECAMATAN SAWANGAN KOTA DEPOK Supriyanti; Darmadi
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 22 No. 2 (2023): EDISI BULAN NOVEMBER 2023
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v22i2.161

Abstract

Kelurahan Pasir Putih merupakan wilayah yang penduduknya cukup padat dan pembangunan perumahan berkembang dengan cukup pesat, sehingga pertumbuhan jumlah kendaraan juga meningkat dengan pesat. Dengan kondisi jalan yang rusak mengakibatkan kelancaran lalu lintas menjadi terganggu terutama pada jam sibuk selalu terjadi kemacetan panjang akibat dari penumpukan kendaraan. Tujuan dari penelitian ini adalah menghitung tebal perkerasan kaku yang diperlukan, menghitung ukuran ruji, batang pengikat dan ukuran tulangan dan menghitung rencana anggaran biaya yang dibutuhkan.Penelitian ini menggunakan data primer yang diperoleh langsung di lapangan seperti panjang dan lebar jalan yang rusak, kondisi kerusakan dan volume lalu-lintas harian rata-rata dan juga data sekunder yang diperoleh dari instansi setempat dan jaringan internet . Dari hasil perhitungan dan pembahasan yang dilakukan mengenai perkerasan kaku (Rigid Pavement) pada Jalan Pasir Putih Kelurahan Pasir Putih Kecamatan Sawangan kota Depok kaku dengan menggunakan metode Bina Marga di dapatkan tebal perkerasan kaku adalah Beton yang digunakan untuk struktur atas adalah K-400 dengan ketebalan 20 cm, pondasi bawah beton kurus menggunakan beton mutu K-125 dengan ketebalan 15 cm, tulangan memanjang : D- 16 mm, jarak 750 mm, tulangan melintang : D-16 mm, jarak 750 mm,Dowel (ruji) : D-33 mm, panjang 450 mm, jarak 300 mm, tie bar : D-16 mm, panjang 700 mm, jarak antar batang 750 mm dan rencana anggaran biaya yang dibutuhkan Rp. 1.646.062.678,52
PENGARUH PEMBANGUNAN APARTEMEN ARANDRA RESIDENCE TERHADAP KINERJA LALU LINTAS DI RUAS JALAN SEKITAR CEMPAKA PUTIH Muhammad Ramadhan; Darmadi
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 23 No. 1 (2024): EDISI BULAN MEI 2024
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v23i1.174

Abstract

Traffic impact analysis needs to be done to know the traffic volume of the indicator being assessed is the traffic performance. The analysis was conducted with reference to the 1997 Indonesian Road Capacity Manual and the Contram 5 Program. The existing condition has the highest V / C Ratio 0.78 increased to 0.86, the travel time from 77.8 hours to 82 hours, the length of the trip from 3142.6 kend-km to 3307 kend-km, network speed from 40.4 km / h to 40.3 km / h, use of fuel from 305.6 liters to 312.7 liters fuel consumption from 305.6 liters to 312.7 liters, and survival of the queue in the network in the state of 0 vehicles. Related to that need to do handling.
Co-Authors A. R. Indra Tjahjani Andi Hidayat Atniel Efrata Haswandany Bunga Syifa Zhafira Doni Haidar Nur Doni Haidar Nur Fahri Gunawan Fathurrahman Jimmy Nugroho Lenny Indriyani Muh. Riski Wiryawan Muhammad Ramadhan Mujiman Satria Supriyanti Tri Rahmat Utama