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HCM Unsignalized Intersection Capacity Analysis Existing AM <br /> 15: SR 33 & Welty Road 6/15/2005 <br /> * -'* r A- 4\ t `► 1 -� <br /> Gt ov a M cE 31 ESTED R V ffKTRW X713T:*r t3t31� # a <br /> Lam ons 41 aha <br /> _ Sign Gpntrol Fee: ; reo Stop. 'Stop <br /> Grade . <br /> 4 iO4 I 3J 4 G I <br /> Peak Hour Factory s� y -92 <br /> + ,,. 1 1 42 -4,; 3 <br /> Pedestrian�ys, pp(( <br /> - Walking Speed (ft/s) <br /> Right turn Flare (veh) m <br /> .- <br /> Median storage veh) _ <br /> pX, platoon unblocked <br /> tv u e" a ��f 74Y i'fi <br /> vC1, stage 1 cont vol <br /> _ vCu, unblocked vol 47 114 174 171 114 174 170 45 <br /> ,, f �. max_.. , t«; ._�,m <br /> tC, 2 stage (s) <br /> p0 queue free % 100 100 100 99 100 99 99 100 <br /> Volume Left 4 1 3 8 <br /> cSH 1561 1475 768 762 <br /> Volume fo Cap�cit � 4 q0 0�fl' . ,,0�� -� <br /> - �-,mss,. x�§,m+.fi r..:�:..:c. <.7� + u _ <br /> Queue Length 95th (ft) 0 0 1 2 <br /> Lane LOS A A A A <br /> rOaG(1,t3e"ta <br /> Approach LOS A A <br /> Average Delay 1.6 <br /> ,� I+t'�es'e`,�et)D�t,�Capa�itY�,t t>�t�zns�; K1,7,5�>lo�n 'r _)G41,LeVe[Af„Sefufce x oaf 5� ',� �5��� ��2� mow' <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />