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Journal > Jurnal Transportasi > KOEFISIEN DISTRIBUSI KENDARAAN UNTUK PERANCANGAN TEBAL PERKERASAN LENTUR DI MATARAM, BANDUNG, DAN SURABAYA

 

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Jurnal Transportasi
Vol 10, No 2 (2010)
KOEFISIEN DISTRIBUSI KENDARAAN UNTUK PERANCANGAN TEBAL PERKERASAN LENTUR DI MATARAM, BANDUNG, DAN SURABAYA
Article Info   ABSTRACT
Published date:
31 Jan 2013
 
AbstractA comprehensive knowledge regarding vehicle distribution can be utilized to adjust vehicle distributioncoefficient (C) on the Manual of Indonesian Flexible Pavement Design (SKBI-2.3.26.1987). This paperdiscusses the effect of city characteristics, lane configuration, and flow level on vehicle distribution in urbanroad lanes. Three cities were observed, i.e. Mataram, Bandung, and Surabaya. Ten road links were observedwhich consist of six 4 lanes-2 ways and four 6 lanes-2 ways divided roads. Surveys were carried out for 24hours of a normal working day. Traffic counts were grouped every 15 minutes per direction, per lane for 3vehicle types. i.e. light vehicle, heavy vehicle, and motorcycle. T-test of mean differences was used as atechnique for analysis. The results show that the design lane was the most right lane and the values of C inMataram, Bandung, and Surabaya were higher than those on the Manual.Keywords: vehicle distribution coeeficient, flexible pavement design
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