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44 <br /> Why Close Exit 160? <br /> Ramp configuration is a substandard design <br /> - Insufficient distance for merging/weaving traffic <br /> • Compounded by speed of traffic interactions <br /> ■As volumes increase,capacity and safety problems will worsen <br /> - Limited gaps and high speeds <br /> Not just due to Buc-ee's <br /> c Other less intense developments <br /> Ambient background growth <br /> 1 - <br /> 2 <br /> F <br /> i <br /> .- I- <br /> � F <br /> 3 <br /> 4 <br /> ravo me from 140M Exit 161 RampUrough Service Road <br /> WV0111ng Rd Intersection 1lndudirVdelay atsignalsl <br /> f Existing Ravtt Travel 1irm_7W sec, <br /> Future Route Travd Tma=125-I M sec. <br /> Increase in Travel Time=55-100 sec. <br /> ExR 1�1 <br /> 5 <br />