Int. J. Architecture, Planning & Building Engineering
ISSN 2455-5045, ISI Impact Factor: 0.763
VOLUME 02 NO. 02 APRIL 2015:
Title:
Comparison of intersection capacity with traffic flow in
2008, 2014 and 2025 in Kabul Metropolitan area
Authors: Qudratullah,
Takuya Maruyama
Abstract: Kabul the capital of
Afghanistan started the rapid growing after war ended in
2001.The people in the remote areas had been forced by
security problems and jobs opportunities to migrate to
urban area of Kabul city.The transportation
infrastructures have been either deteriorated or damaged
during the three decades of war.Most of Kabul transport
facilities especially intersections are witness of high
traffic congestions during peak hours,the intersections
in Kabul city are not equipped with signals. The
intersection has been chosen for this research is
suffering from the high traffic jams in reality.To
estimate the capacity and compare to the traffic flow in
order to find out the congestion per a data has
been used which was collected during person trip (PT)
survey by (JICA) in 2008, the PT data has been used for
estimation of trips on transport links in 2008 and
forecasted to 2025 in Kabul city.Additionally, a traffic
count (TC) and geometric surveys were conducted in the
proposed intersection during 2014, the data collected
during the TC and geometric surveys has been used to
analyze the saturation rate,capacity, degree of
saturation and signals timing of intersection.The
results indicate that the intersection was not
oversaturated in 2008 and 2014, and the causes of
traffic crowds occurred in the transport node are
misused of intersection by drivers and non-equipped of
intersection with traffic signals.Conversely, the
forecasted demand shows that the intersection will be
oversaturated and the volume per capacity (V/C) ratio
will be 1.9 in 2025. In addition, introducing signals
can increase capacity and decrease the signal cycle
length from 155sec to 68sec.
Keywords: Kabul, Vehicle Mode, Node,
Degree of Saturation, Oversaturated
Pages:
37-41