Laserfiche WebLink
Santa Ana — Garden Grove Streetcar Project <br />Traffic Study Addendum <br />Table 3-2 Roadway Segment LOS Summary <br />Street <br />From <br />To <br />2035 <br />Streetcar <br />ADT' <br />No. of <br />Lanes <br />LOS E <br />Capacity <br />LOS <br />A <br />Raitt St <br />Western Ave <br />12,600 <br />2D <br />18,750 <br />B <br />B <br />Western Ave <br />Forest St <br />12,100 <br />2D <br />18,750 <br />B <br />Santa <br />C <br />Forest St <br />Pacific Ave <br />12,600 <br />2D <br />18,570 <br />B <br />Ana <br />D <br />Pacific Ave <br />Hesperian St <br />12,200 <br />2D <br />18,750 <br />B <br />Blvd. <br />E <br />Hesperian St <br />Bristol St <br />12,200 <br />2D <br />18,750 <br />B <br />F <br />Bristol St <br />Baker St <br />11,800 <br />2D <br />18,750 <br />B <br />G <br />Baker St <br />Shelton St <br />11,800 <br />2D <br />18,750 <br />B <br />Notes: ADT—average daily traffic <br />12035 Streetcar ADT referenced from Traffic Impact Assessment (October 2012) <br />As shown in Table 3-2, the Santa Ana Boulevard reclassification would not cause any of the affected roadway <br />segments to deteriorate to an unacceptable LOS (all seven roadway segments are forecast to operate at <br />acceptable LOS B). <br />3.2 Santa Ana Boulevard Station Relocation Impact Analysis <br />3.2.1 Intersection Analysis <br />Table 3-3 shows the results of the intersection LOS analysis at the intersection of Santa Ana Boulevard/Ross Street. <br />As discussed previously, the LOS reflects the removal of the existing westbound free right turn lane due to the <br />relocation of the station at this intersection. <br />Table 3-3 Intersection LOS Summary -Santa Ana Boulevard Station <br />Relocation <br />Notes: ICU — intersection capacity utilization (volume -to -capacity ratio) <br />'Traffic Impact Assessment (October 2012) <br />' Reduction in eastbound/westbound approach lanes from four lanes to two lanes <br />® 10 <br />