An existing Class I two-lane highway is to be analyzed to determine the two-way level of service, given the following information: Traffic data: PHV _ 600 veh/h 60% in the peak direction 8% trucks 2% recreational vehicles PHF = 0.86 No-passing zones: 40% Geometric data: Rolling terrain BFFS _ 55 mi/h Lane width _ 11 ft Shoulder width _ 2 ft 8 access points per mile

An existing Class I two-lane highway is to be analyzed to determine the two-way level of service, given the following information:

Traffic data:

PHV _ 600 veh/h

60% in the peak direction

8% trucks

2% recreational vehicles

PHF = 0.86

No-passing zones: 40%

Geometric data:

Rolling terrain

BFFS _ 55 mi/h

Lane width _ 11 ft

Shoulder width _ 2 ft

8 access points per mile