Traffic engineering 6 Compute the Level of Service for each
Traffic engineering
Solution
The calculations of level of service for A will be explained elobarately and remaining values will be given directly
first calculate the PHF
PHF=V/(V15*4)
PHF=6274/(2241x4)
PHF=0.75
Service flow=V15x4=2241x4=8964
Vp=V/(PHFXNXFhXFp)
Vp=6724/(0.75x3x0.9)=3287.2
the factor of correction for heavy vehicles is
Loads coming from trucks and RV=6724(2.5x7/100+2/100x2)+6724=7396 [ 1 truck=2.5 cars, 1 rv=2 vehicles]
Fhv=6724/7396=0.9
The following parameters are considered here in the level of service
Maximum density(pc/min/lane) 54
minimum speed( mi/p/h) 62
maximum V/C 0.75
Maximum flow service rate 3320
Here all the factors are neglected except for the number of lanes which reduces the speed by 3 m.p.h
volume=2241
capacity=8964
V/C=0.75
Maximum service flow rate =V/(PHFXNXFwxFhxFp)
=3320 pc/hr/lane [ PHF=0.75 N=3 Fw=0.9]
similarly for all the lanes it is calculated by applying suitable factors
In the second part of the question consider the D
N=V(DDHV)/(PHFXMSFXFwxFhvxFp)
N=0.6x0.2x8618x8618/(24x24x0.75x4255x0.9x3)
N=2 lanes
approximately 2 lanes are required for LOS as in service D
the remaining procedure for the remaining lines is similar to this procedure

