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All Journal Jurnal Teknik Sipil
Budi Hartanto Susilo
Departement of Civil Engineering, Faculty of Engineering, Universitas Kristen Maranatha
Civil Engineering, Building, Construction & Architecture

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Analisis Tebal Perkerasan dan Biaya Dengan Software Faarfield Pada Landas Pacu BIJB Kertajati Silvani Desy Palino; Budi Hartanto Susilo
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.2382

Abstract

An airport that was constructed and used for air traffic certainly repented of the action of thickness analysis and evaluation of thickness that could withstand the burden of traffic movements. Accordingly, the purpose of this research is to analyse runway pavement thickness that used is FAA Method Advisory Curcular no. 150/5320-6E through FAARFIELD software and the result is a total thickness of 814, 9mm with surface course thickness of 200 mm, base course thickness of 127 mm, and subbase course thickness of 487,9 mm. Evaluation thickness the stucture strength which is PCN score through two methods ICAO and FAA based on AC 150/5335-5C by using COMFAA software and by calculating ACN score which is the number that become a certain aircraft limitation toward the pavement.PCN score ICAO method is 89/F/C/X/T < ACN is 89,3 and FAA method is 101,4/F/C/X/T > ACN is 89,3. The result of mininum construction cost analysis from 5 comparative is a method of software FAARFIELD of Rp.326.252.664.418,00.
Evaluasi Simpang Bersinyal Taman Sari – Cikapayang Kota Bandung Dengan Analisis VisSim Yopi Grace Hutahaean; Budi Hartanto Susilo
Jurnal Teknik Sipil Vol 17 No 1 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i1.2863

Abstract

Taman Sari - Cikapayang intersection is one of the intersections in Bandung that has traffic problems, namely traffic jams. It can be seen from the length of the long lines at the arms of the Taman Sari - Cikapayang intersection to the Sulanjana intersection which often occurs during rush hour and weekend. Traffic jam occur in the Taman Sari - Cikapayang intersection during weekend because of the large number of cars parked along the Cikapayang road and the front of ??Balubur Town Square (Baltos) area. To minimize the level of congestion at the Taman Sari - Cikapayang intersection, a study was conducted to determine the causes of congestion at the Taman Sari - Cikapayang intersection and optimize the performance of the Taman Sari - Cikapayang intersection. It could be maked by modeling the Intersection using VisSim software. From the results of modeling conducted on VisSim software to describe congestion in the area of ??Baltos can be obtained an alternative solution to optimize the performance of Taman Sari – Cikapayang intrrsection. The results of the evaluation of traffic performance at Simpang Taman Sari - Cikapayang is obtained by the length of the largest queue at rush hour in the afternoon are found in the Cikapayang approach with a length of 353 meters with a LoS F. Based on simulation, the best solution to solve the problem of the length of the queue and LoS in the Baltos area is by banned the parking area on the Baltos area because it can reduce the length of the existing condition queue on the Taman Sari and Cikapayang and can increase LoS F in existing conditions to LoS A.
STUDI WAKTU PERJALANAN DAN TUNDAAN DENGAN APLIKASI VISSIM PADA RUAS JALAN A.H. NASUTION Mangaramot Justisiano Pakpahan; Budi Hartanto Susilo
Jurnal Teknik Sipil Vol 17 No 2 (2021): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v17i2.2880

Abstract

A.H Nasution Street is one of the primary arterial roads that connect between Cileunyi to East Bandung. East Bandung region is one of the areas that chosen by people at Bandung to settle. Therefore during rush hour there is congestion at A.H Nasution Street. The goal of this research is to identify vehicle travel time on A.H Nasution Street, and evaluate each intersection that is one of the major delays on A.H Nasution Street and provide alternative solutions using PTV Vissim. The road sections that reviewed ini this research started from the A.H nasution – Ahmad Yani Intersection until Ditbintekjatan, (Direktorat Bina Teknik Jalan dan Jembatan) with data collection time on Monday, 9th Mar 2020 at 06.00 am – 07.00 am. The existing analysis on A.H Nasution street from West to East has LoS F with vehicle travel time taken for 22 minutes 10 seconds with a delay of 410 seconds, while from East to West has LoS F with vehicle travel time taken for 23 minutes 47 seconds with a delay of 345 seconds. If repairs are made by widening the lane at Sta (0+000) – Sta (0+500) and the the prohibition of turning right at each unsignalized intersection on the section that reviewed, the A.H Nasution street from West to East has a LoS C with vehicle travel time faster with a shorter delay, while from East to West has a LoS D with vehicle travel time faster with a shorter delay.
Co-Authors Mangaramot Justisiano Pakpahan Silvani Desy Palino Yopi Grace Hutahaean