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t <br /> r <br /> Table 134A <br /> Potential Intersection Mitigation Under Cumulative Conditions <br /> Levels fof Service ata Key Study Area Intersections <br /> 17!"L 7... <br /> . 7.7! <br /> - <br /> Li:svel[►f S>? tcF# awe{ tertrrce <br /> 1€#`erseob�rr Vv}urnto Caa Rath+ Vaiurae-faCapaartyi"a#'io <br /> Cumulative Cumulative <br /> Conditions With Modifications <br /> �y <br /> 1 Arch Road&Austin Road LOS= A VIC= 0.42 No modification necessary <br /> t 2 Arch Road&E. Frontage Road LOS= F VIC= 1.20 2 LT EB1NB,2 RT SB LOS= D VIC= 0.88 <br /> 3 Arch-Airport&5R 99 Interchange LOS= F VIC= 1.28 Divert traffic to other roads or adjust land uses <br /> w 4 Arch-Airport&Qantas lane LOS= F VIC= 1.07 Divert traffic to other roads or adjust land uses <br /> 4a Qantas 1 Airport 1 SR 99 Flyover Ramps LOS= A VIC= 0.49 No modification necessary. <br /> 5 Arch-Airport&Giannecchini LOS= C VIC = 0.78 No modification necessary <br /> LOS= E VIC= 0.96 2 LT SB LOS= D VIC = 0.88 <br /> 6 Arch-Airport&Pock Lane <br /> E r 7 Arch-Airport&"B" Street LOS= E VIC= 0.95 2 LT EB,Sep RT SB LOS= E VIC= 0.92 <br /> 8 Arch-Airport&Airport Way LOS= F VIC= 1.04 Free RT WE,SB,NB LOS= D VIC = 0.84 <br /> 9 Sperry&French Camp LOS= D VIC= 0.86 No modification necessary <br /> 10 Sperry& Interstate 5 NIB Ramps LOS= B VIC = 0.69 No modification necessary <br /> 11 Sperry&Interstate 5 SB Ramps LOS = E VIC= 0.93 2 LT WB LOS= C VIC= 0.77 <br /> 12 Airport Way&Charter Way LOS= F VIC = 1.06 2 LT EB, Sep. RT NB LOS= D VIC = 0.89 <br /> 13 Airport Way&Eighth Street LOS= F VIC= 1.05 1 LT EBIRT NB,2 LT 5B LOS= E VIC = 0.92 <br /> 14 Airport Way&Industrial Drive LOS = A VIC= 0.41 No modification necessary <br /> 157 Airport Way&Dixon Street LOS= A VIC= 0.38 No modification necessary <br /> .. 16 Airport Way&Stimson Street LOS= A VIC= 0.31 No modification necessary <br /> 17 Airport Way&French Camp Road LOS= E VIC= 0.97 Sep RT SB LOS= D VIC= 0.89 <br /> f <br /> 18 Airport Way&Yosemite Ave. LOS= C VIC= 4.75 No modification necessary <br /> LOS=Level of Servicve <br /> VIC W Volume-to-Capacity Ratio <br /> Source: KASL 1998 <br /> This table corresponds to Table 16 in the January 1998 traffic study addendum (KASL 1998) <br />