PEAK HOUR FACTOR AT URBAN ROAD NETWORK SYSTEM WITH FIXED HOURLY INTERVAL AND MOVING HOURLY INTERVAL (A CASE STUDY AT URBAN ROAD IN CIMAHI CITY)

Hendra Hendrawan

doi:10.34147/crj.v6i01.256

Authors

Hendra Hendrawan

DOI:

https://doi.org/10.34147/crj.v6i01.256

Keywords:

Faktor Jam Sibuk, Sistem Jaringan Jalan Perkotaan, Interval Jam Tetap, Interval Jam Bergerak

Abstract

The Peak Hour Factor (PHF) is an important variable for determining road capacity. The value of PHF will vary greatly depending on location characteristics and classification of road functions. This study aims to obtain the estimated value of PHF in the urban road network system with variations in the classification of functions and types of roads. In addition this study also aims to obtain a method of approaching the PHF value near to fluctuations in traffic flow which has limited resources for surveys based on the duration specified in the traffic survey guidelines in Indonesia. The method used is descriptive statistical analysis and parametric test using Independent T sample test. The PHF is calculated based on Fixed Hourly Interval and Moving Hourly Interval and their inverse. The results of the study show the value of PHF in the road network system in urban areas for variations function and type of road that is in the range of 0.79 to 0.98 with an average of 0.91. Other findings show that the inverse method of Moving Hourly Interval can be used as an approach to obtain the PHF value under conditions of resource constraints

Downloads

Download data is not yet available.

References

American Association of State Highway and Transportation Officials (AASHTO). (2010) Policy on Geometric Design of Highway and Intersections. Washington, D.C

Bassan, S. (2012) Modeling of Peak Hour Factor on Highways and Arterials, KSCE Journal of Civil Engineering, 17(1), 224-232.

Ciont, N. Cadar, RD. Iliescu, M. dan Laslau DA. (2015) Interactive Application for The Evaluation of the Peak Hour Factor Using Weight-In-Motion Traffic Data, Universitatea Politechnica Bucuresti Buletin Siintific, 77(1), 121-128.

Highway Performance Monitoring System (HPMS). (2005) Procedure for Estimating Highways Capacity. Highway Policy Information Federal Highway Administration, Appendix N

Howe, JDGF. (1992) A Review of Rural Traffic Counting Methods in Developing Countries. RRL Report LR 427, Crowthorne. TRL.

Indonesia. (1992) Panduan Survei Perhitungan Volume Lalu Lintas (Cara Manual). Direktorat Jenderal Bina Marga. Jakarta.

Indonesia. (1997)., Manual Kapasitas Jalan Indonesia 1997 Final Report IHCM Sweroad bekerjasama dengan PT. Bina Karya (Persero), Direktorat Bina Jalan Kota. Kementerian Pekerjaan Umum.

Indonesia. (2011) Peraturan Menteri Pekerjaan Umum No. 19 Tahun 2011 tentang Persyaratan Teknik Jalan dan Kriteria Perencanaan Teknis Jalan. Jakarta

Iskandar, H. (2015) Analisis Faktor Jam Sibuk Pada Jalan Luar Kota, Jurnal Jalan dan Jembatan, 32(2), 75-86.

Kadir. (2015) Statistika Terapan Konsep, Contoh, dan Analisis Data dengan Program SPSS/Lisrel dalam Penelitian. PT. Grafindo Persada. Jakarta.

Lan, CJ. dan Abia, SD. (2011) Determining Peak Hour Factor for Capacity Analysis. Journal of Transportation Engineering. 137(8), 520-526

Polus, A. dan Kikuchi, S. (2004) Sampling and Evaluation of Peak Hour Factor Characteristics. University of Delaware, Delaware Transportation Center.

Roess, RP. Prassas, SE. dan McShane RW. (2004) Traffic Engineering. Third Edition, Prentice Hall, Upper Saddle River, NJ

Tarko, AP. dan Cartagena, RIP. (2005) Variability of A Peak Hour Factor At Intersections, The 84nd Annual Meeting of the Transportation Research Board, 1-19.

Transportation Research Board. (2010) Highway Capacity Manual. Transportation Research Board, Fourth Edition.

University of Idaho. (2013) Capacity & LOS Analysis, Theory, and Concepts. http://webpages/uidaho.edu/niatt_labm anual/Chapters/capacityandlos/theorya nconcepts/PeakHourFactor.htm (Diakses kembali 11 Februari 2020, 17.25)