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EXHIBIT 2 <br /> A=COM <br /> Table 9-1 Opening Year plus Project Intersection LOS <br /> Opening Year(2016) Opening Year+ Project <br /> Traffic AM Peak PM Peak AM Peak PM Peak <br /> Intersection Control Hour Hour Hour Hour <br /> ICU LOS ICU LOS ICU LOS ICU LOS <br /> Santiago St/Santa Ana Blvd Signal 0.521 A 0.598 A 0.587 A 0.662 B <br /> Delay LOS Delay LOS Delay LOS Delay LOS <br /> Grand Ave/Santa Ana Blvd Signal 28.8 C 26.4 C 29.4 C 26.7 C <br /> Santiago St/Civic Center Dr AWSC 12.3 B 13.3 B 12.8 B 13.9 B <br /> Logan St/Santa Ana Blvd TWSC 11.6 B 9.8 A n/a n/a n/a n/a <br /> SARTC Dwy/Santa Ana Blvd TWSC 9.9 A 12.5 B 10.0 A 12.7 B <br /> Fuller St/Santa Ana Blvd TWSC >50 F >50 F >50 F >50 F <br /> 1-5 SB Ramps/Santa Ana Blvd Signal 26.0 C 26.6 C 1 26.3 C 26.8 C <br /> N otes: <br /> AW SC—all-way stop controlled intersection;TWSC—two-way stop controlled intersection;Delay expressed in seconds <br /> Bold denotes unacceptable LOS <br /> ICU reported for all signalized locations, except Caltrans facilities.Delay(reported in seconds per vehicle)is reported for <br /> all unsignalized intersections and Caltrans facilities. For AWSC,the average delay is calculated whereas for TWSC,the <br /> delay of the worst approach is calculated. <br /> 2 Intersection would be closed as part of the project <br /> As shown in Table 9-1, all study area intersections are forecast to operate at acceptable <br /> LOS with addition of the project with the exception of: <br /> • Fuller Street/Santa Ana Boulevard: Continues to operate at LOS F in both the AM <br /> and PM peak hours <br /> However, this location would operate at LOS F without the project; as such, the additional <br /> delay (less than the 1% threshold of significance) with the project would not constitute a <br /> significant impact. <br /> As previously discussed, this location does not meet the signal warrant criteria under <br /> Opening Year (2016) conditions. Since the project would not add any traffic to the minor <br /> street approach (Fuller Street), a traffic signal would still not be warranted under Opening <br /> Year (2016) plus Project conditions. <br /> At all other locations, the project would result in minimal changes to the ICU values (none <br /> in excess of the 0.010 ICU threshold) or the average delays (1% of delay) per vehicle. <br /> Increases to the intersections of Santiago Street/Civic Center Drive and Santiago <br /> Street/Santa Ana Boulevard would be attributed the redistribution of traffic due to the <br /> closure of Logan Street. Overall, the project would not result in any significant traffic <br /> impacts under Opening Year (2016) plus Project conditions. <br /> Access to the current train station and the Fuller Street-Fruit/Santa Ana Boulevard <br /> intersection would not be affected by the addition of the project to Opening Year (2016) <br /> conditions. <br /> Traffic/Circulation Study—Final May 18,2012 <br /> Page 29 <br />