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(on the modified roadway system) are calculated by summing the base volumes with the <br />additional traffic generated by the redevelopment. <br />Trip Generation <br />The ITE Trip Generation Report was used to forecast the new trips generated by the <br />redevelopment for the AM pe�k hour, PM peal{ hour and daily periods. The trip generation <br />results are shown on Table 3. <br />The trips generated by the SuperTarget are obviously not all new trips; many of them exist today <br />for the inplace Roseville Target store. To develop an estimate of how many new trips will be <br />added by the renovation to the SuperTaiget facility, the trip generation "differential" was <br />computed between a discount store the size of the current Taig� and a discount superstore the <br />size of the SuperTarget. This differential v�as added to the current area turn movement counts to <br />represent the new trips generated by the SuperTarget. <br />New trip generation v�as computed for smaller retail components and two restaurants. For this <br />generation, a 20% multi-purpose trip reduction factor was applied for shared (or multi-purpose) <br />trips on-site. This reflects an estimate that 20% of trips destined for these sites would visit the <br />SuperTarget or another site in the study area. <br />The trip generation results are shown on Table 3. <br />Page 3 <br />