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~ ~ s <br /> <br /> Table IV <br /> TRIP GENERATION <br /> TIME PERIOD ADT AM PEAK HR PM PEAK HR <br />' IN OUT IN OUT <br /> <br />' ----------------------------------------------------------------------------------- <br />1992 Existing Cond. 75 14 4 13 38 <br /> 2002 122 23 6 21 61 <br /> 2012 199 37 11 34 101 <br /> <br />' The average annual growth rate is assumed to be 5% for the site traffiic <br /> generation and 3% for the traffic on CR 521. These values are consistent with <br />' the goals established by Gosney & Sons, Inc. in their 25 year plan and with <br />' historical values measured on CR 521. <br /> T <br />l <br /> he number and types of truck trips made a <br />ong with the typical loadings are <br />' presented in Table V. The specific types of vehicle trips that occur during the <br /> normal operation of the gravel pit are listed. The numbers of aggregate and <br />' <br /> cement loads are based upon historical experience and are established to <br />' match the production goals of Gosney & Sons, Inc. <br />t <br /> <br /> <br />' 13 <br />1 <br />