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<br /> Hwy 96 and Site Driveway Arden Hilfs Office P~rk <br /> 2.007 P.M. Peak Hour - Build Arden Hills, MN - <br /> --.. .f - ..... ~ <br /> - <br /> ~.~~..~ <br /> ,. i_ ._w~. .2:/? ._,,~_=;:;_" ._",*, _.' _. .:,..: ~_ _ -. _=__~." "'-." ~ _ . '. _,~_", - . <br /> Lane Configuratfons H ., <.t~~..~\()f'W' ' X ~.;j';G'~";..TI';{~\i\':' <br /> Sig1.l;Go?frotl :Fret' - i_~.:::;>::;j';/.~'- ;ZS~~;(; .-.:;:':~,[i';;:;:;Ji< <br /> Grade 0% 0% 0% <br /> Voltirlj"tyehih) <br /> Peak Hour Factor <br /> liburffflo,^" (ilf'e(Vph) <br /> Pedestrians <br /> '-"heVVidt~;'ft) <br /> Walking Speed (ftIs) <br /> P~I'~D\i!3fo(;k<lge <br /> Right turn flare (veh) <br /> M!';dif'iitlype Nolie' <br /> Median storage veh) <br /> t.Jp~trei\lr\)si9r\<JI(It) , 1086 <br /> pX, platoon unblocked 0.69 <br /> vC~_conmGtlrygVoIUrh€ '1380 )2136 685 <br /> vC1, stage 1 coni vol <br /> vC2, sfag" Z conf vol <br /> vCu, unblocked vol ,1380 2196 685 <br /> tC,single(s) 4.1 6,8 6,9 <br /> tC, 2 stage (s) <br /> tF(s) 22 3.5 <br /> pO queue free % 100 100 89 . <br /> cMc<,p'ar;iiytyehlh} 192 <br /> Volume Lelt 0 0 0 0 0 0 <br /> VOluroeRighF 0 0 " '0. <br /> cSH 1700 1700 1700 1700 1700 391 <br /> Volumeto;cfipacily 0.40 0.40 0.01 GA5 0.45, 0.11, <br /> Queue Length 95th (It) 0 0 0 0 0 9 <br /> Cohtf{)I~I<lY(s) 0.0 0.0 0.0 0.0 15.4 <br /> Lane LOS C <br /> Approa<;J1[)eI<,y;(s} 0.0 0.0 15.4 <br /> Approach LOS C <br /> Aver1lge Del1lY 0.2 <br /> ,Intersection Capacity Utilization 44.8% IC U Level 01 SerVice <br /> Analysis Period (min) 15 <br /> 51912005 Synchro 6 Report . <br /> Page 1 <br /> TDI <br />