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Dowling Associates, Inc. dal. <br />Transportation Engineering • Planning• Research • Education ,._. „_...:, <br />Cumulative + Project Conditions <br />For this analysis case, the traffic to be added by the proposed Ruby Hill conversion <br />was added to the cumulative traffic volume levels (Tables 4 and 5 detail the trip <br />generation estimate for the project). <br />The directional distribution and assignment of this traffic was determined using the <br />City's Travel Demand Model and engineering judgment. The project's approximate <br />trip distribution would be as follows: <br />• 35% to/from the North via Bernal Avenue <br />• 20% to/from the South via Bernal Avenue <br />• 10% to/from the South via Ruby Hill Boulevard <br />• 32% to/from the North via Isabel Avenue <br />:• 3% to/from the South via Isabel Avenue <br />100% <br />The combined Cumulative+Project turning movement volumes are shown in Figure <br />6. The LOS results for this analysis case are shown in Table 8. The addition of <br />project trips would not change the level of service at any of the study intersections. <br />However, the project does add new peak hour trips through the intersection of <br />Stanley Boulevard & Bernal Avenue, which already operates at LOS E under <br />Existing+Approved conditions. The new 1-way stop controlled intersection on <br />Vineyard Avenue at the project driveway would operate at LOS A during both peak <br />hours. <br />Traffic Analysis Page 14 <br />Ruby Hill Conversion, Pleasanton <br />