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Dowling Associates, Inc. ~_~ <br />Transportation Engineering • Planning• Research • Education ,... <br />Table 5 <br />Estimated Proiect Traffic <br /> <br />U <br />Q <br />tit AM Trips PM Trips <br />se uan <br />y <br />Total <br />In <br />Out <br />Total <br />In <br />Out <br />Restaurant -Quality 5.000 ksf 4 3 1 37 25 12 <br />Source: Dowling Associates, based on City of Pleasanton trip rates. <br />The traffic distribution and assignment of the project trips on the surrounding <br />street system was determined using the City's Travel Demand Model and <br />engineering judgment. The project's approximate trip distribution would be as <br />follows: <br />• 10% to/from the North via Bernal Avenue <br />• 15% to/from the South via Bernal Avenue <br />• 15% to/from the South via Ruby Hill Boulevard <br />• 55% to/from the North via Isabel Avenue <br />• 5% to/from the South via Isabel Avenue <br />100% <br />The AM and PM peak hour project trips are shown in detail on Figure 3 (and in <br />Appendix Table A-2). The total Existing+Approved+project intersection volumes <br />are shown in detail on Figure 4 (and in Appendix Table A-3). The percentage of <br />trips at each of the study intersections attributed to the proposed project varies <br />from less than 1 to 4 percent. <br />Traffic Analysis Page 8 <br />Ruby Hill Conversion, Pleasanton <br />