TRAFFIC DISTRIBUTION ON MULTILANE HIGHWAYS IN JAKARTA AND ITS EFFECT ON VEHICLE DISTRIBUTION COEFFICENT ON THE INDONESIAN FLEXIBLE PAVEMENT DESIGN MANUAL
| Main Authors: | Putranto, Leksmono Suryo, Aribowo, Robby, Intan, Dedi Setio |
|---|---|
| Format: | Proceeding PeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2008
|
| Subjects: | |
| Online Access: |
http://repository.untar.ac.id/1845/1/2008%20Proceeding%20of%20the%206th%20ICPT-Traffic%20Distribution%20on%20Multilane%20Highways%20in%20Jakarta.pdf http://repository.untar.ac.id/1845/ |
Daftar Isi:
- Vehicle traffic on multilane highway is distributed across its lanes. Due to the Indonesian traffic regulation, heavy or low speed vehicles tend to use the kerb lane, whilst high speed vehicles tend to use the median lane. A study on this could be used to revise the vehicle distribution coefficient in Indonesian flexible pavement design manual. In this paper only a highway link faraway from major conflict points will be discussed in order to focus on the impact of vehicle composition on traffic distributions. Vehicle composition is a function of time period, highway type, highway location, environmental condition, etc. In this paper the effect of time period on traffic distribution across the lanes of a multilane highway will be discussed. The data was collected on a working day, in a 24 hours video observation of a 6 lanes 2 ways divided road in Jakarta.