Traffic Report

West Essex Highlands Residential Development Estimated Site Trip Generation Land Use Code 221 – Multifamily Housing (Mid-Rise) - 350 Units Relationship Vehicle Trips Time Avg. Std. SD/ T = total vehicle trips 2 Period R Rate Dev. AR Total Ent. Exit x = Dwelling Units AM Peak Hour of Ln(T) = 0.98 Ln(X) – 0.98 ** 0.67 0.36 0.19 0.53 126 33 93 Adj. St. Entering = 26%, Exiting = 74% Traffic PM Peak Hour of Ln(T) = 0.96 Ln(X) – 0.63 ** 0.72 0.44 0.19 0.43 154 94 60 Adj. St. Entering = 61%, Exiting = 39% Traffic Typical T= 5.50(X) - 5.50 - - 1926 963 963 Day Entering = 50%, Exiting = 50% * The Regression Equation was used to determine vehicle trips ** The Average Rate was used to determine vehicle trips West Essex Highlands Residential Development Estimated Site Trip Generation Land Use Code 221 – Multifamily Housing (Mid-Rise) - 550 Units Relationship Vehicle Trips Time Avg. Std. SD/ T = total vehicle trips Period R2 Rate Dev. AR Total Ent. Exit x = Dwelling Units AM Peak Ln(T) = 0.98 Ln(X) – 0.98 Hour of ** 0.67 0.36 0.19 0.53 198 51 147 Adj. St. Entering = 26%, Exiting = 74% Traffic PM Peak Ln(T) = 0.96 Ln(X) – 0.63 Hour of **

0.53 198 51 147 Adj. St. Entering = 26%, Exiting = 74% Traffic PM Peak Ln(T) = 0.96 Ln(X) – 0.63 Hour of ** 0.72 0.44 0.19 0.43 242 148 94 Adj. St. Entering = 61%, Exiting = 39% Traffic Typical T= 5.50(X) - 5.50 - - 3,026 1,513 1,513 Day Entering = 50%, Exiting = 50% * The Regression Equation was used to determine vehicle trips ** The Average Rate was used to determine vehicle trips 9