Given the projected peak hour volumes in five years and other traffic and geometric characteristics for the intersection of the 3rdand K Street in the CBD of a city, determine whether the existing signal timing will be suitable for the projected demand if the level of service of the intersection must be B or better. If the existing system does not satisfy this requirement, make suitable changes to the phasing and/or signal timing that will achieve the requirement for LOS B. Use saturation flow rate: 1600 pc/hour/lane