In: Civil Engineering
for a design of two way traffic, we have to design for the maximum value of directional traffic
therefore directional volume=60000*0.6 =36000 veh/day
directional design volume for each hour= 36000/24 =1500 veh/hr
we have to provide two lanes with each lane carrying capacity 1500 veh/hr
given free speed= 60 kmph
we know that Q=K.V
where as Q = traffic volume for each lane
V = design speed
K = traffic density for each lane
from the attachment, we can conclude that the level of significance(LOS) lies in criteria-C