CIEN 550 Transportation Design Trip Generation and Assignment for Commercial Dev
ID: 1885136 • Letter: C
Question
CIEN 550 Transportation Design Trip Generation and Assignment for Commercial Development A 110,000 square-foot shopping center is planned for construction along an arterial in Greensboro. Determine the volumes using the proposed entrance to the site. PM Peak base volumes for the arterial are shown on the sketch below. Assume the same distribution for new trips as exists for base volumes. Shoppers from pass-by traffic accounts for 42% of the total shoppers. (HINT: Think about the last statement!) 600 vph 400 vph Base Volumes for PM PeakExplanation / Answer
Given Area of the Shopping Center = 110,000 square foot
Average VehicleTrip end rate = 42.94 per 1000 SF per weekday
Daily Volume of vehicles = 42.94 x 110 = 4723 vehicles per weekday
PM Peak Hour Volume = 10.6% of Daily Volume = 10.6 x 4723/100=500 vph
PM peak hour directional split (a) Entering = 48% x 500 = 240 vph
(b) Exiting = 52% x 500 = 260 vph
Shoppers from Passer by traffic = 42% of total shoppers (i.e peak hour volume)
= 42% x 500 = 210 vph
SInce traffic flow remains the same as base flow throughout, the flow of traffic entering shall also be in the same ratio as that of vehicles from east to west i.e 400 : 600 = 2:3 ratio
Shoppers from Passer by Traffic East = (2/5) x 210 = 84 vph
Shoppers from Passer by Traffic West = 210 - 84 = 126 vph