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1 <br />1 <br />1 <br />In <br />N <br />I <br />In <br />0) <br />z <br />z <br />H <br />d <br />x <br />O <br />GENERALIZED ANNUAL AVERAGE DAILY VOLUMES FOR FLORIDA'S <br />URBANIZED AREAS (cont.) <br />LOS <br />FREEWAYS <br />UNINTERRUPTED <br />STATE TWO -WAV ARTERIALS <br />NON -STATE ROADWAYS <br />MULTILANE <br />1�AFX9 A83iJl)dP!'IffNS '. <br />FRRRWAY6 <br />STATE TWO•WAT ARTERIALS <br />Claim <br />Other Slgeallaed <br />NON-9PA112 ROADWAYS <br />Group <br />Arterial@' Roadways <br />Group <br />(v/e) <br />(average travel @pend) (intersection v/c) <br />(average travel speed) (stopped delay) <br />A <br />10.35 <br />NA <br />> 35 mph > 30 mph > 26 mph < 1.00 <br />Two-Lne <br />H <br />c 0.54 <br />< 0.45 <br />> 28 mph 724 mph i 19 mph < 1.00 <br />716 am <br />Other <br />10.77 <br />1 <br />2 <br />Undivided* A" <br />H <br />C <br />D <br />E <br />Major <br />signalised <br />TRAFFIC CHAHACTRLtimmeA <br />71.00 <br />> 13 mph 710 mph > 7 mph 71.00 <br />-> <br />; 60 see <br />F <br />>1.00 <br />>1.00 <br />713 mph <10mph < 7mph 1.00 <br />;60 see <br />Planning analysis hourEctair ( ) <br />.068 <br />.092 <br />.091 <br />.091 <br />.091 <br />.086 <br />AN <br />.091 <br />.091 <br />Directional distribution factor (D) <br />.568 <br />.668 <br />568 <br />•668 <br />.568 <br />•568 <br />.568 <br />.568 <br />.568 <br />Peak hour factor (flip) <br />.950 <br />.950 <br />.926 <br />.925 <br />.976 <br />.925 <br />.925 <br />.925 <br />.925 <br />A4juded saturation now rate <br />2 to 8 tone facility <br />1950 <br />1900 <br />1850 <br />1860 <br />1850 <br />1850 <br />1850 <br />1850 <br />1800 <br />8 -lane facility <br />1850 <br />1900 <br />175A4 Inn <br />17110 <br />1700 <br />1700 <br />1700 <br />NA <br />NA <br />16 -lane facility <br />1950 <br />19W <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />12 -lane facility <br />1900 <br />1850 <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />14 -lane futility <br />1650 <br />1750 <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Turns from exclusive lanes <br />NA <br />NA <br />NA/32 <br />.12 <br />.12 <br />.12 <br />.12 <br />.12 <br />.16 <br />ROADWAY CHARACTERISTICS <br />Through laries <br />4.14 <br />4.14 <br />2.9 <br />2.8 <br />2.8 <br />2.8 <br />2-8 <br />24 <br />2.8 <br />Arterial classification <br />NA <br />NA <br />NA <br />I <br />1 <br />If <br />111 <br />1 <br />NA <br />Posted (design) speed <br />(70) <br />(70) <br />50dNA <br />45 <br />40 <br />35 <br />30 <br />45 <br />NA <br />Medians <br />Yee <br />Yee <br />No Yes <br />Yes <br />Yes <br />Yee <br />Yes <br />Yes <br />Yes <br />Left tum bays <br />NA <br />NA <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yoe <br />Yes <br />SIGNAL CHARACTRRWrICS <br />Signa intenstion GRa <br />NA <br />NA <br />NA <br />1.5 <br />3.0 <br />5.0 <br />7.5 <br />. 2.5 • <br />NA <br />Arrival type <br />NA <br />NA <br />NAi3 <br />3 <br />4 <br />4 <br />4 <br />4 <br />3 <br />Signal type <br />NA <br />N9 <br />NA/Act <br />Act <br />semi <br />Semi <br />Sami <br />Semi <br />Semi <br />Cgele1,0&'r• <br />NA <br />NA <br />NA/90 <br />I2u <br />120 <br />120 <br />120 <br />12D <br />120 <br />Weighted effective green W) <br />NA <br />NA <br />NA1.42 <br />.42 <br />.42 <br />.42 <br />.42 <br />.40 <br />.32 <br />*Same as corresponding input assumption for arterial Groups B-E. Croup A is a special case. <br />"The first input value is for the uninterrupted section of the facility sad the socond input value is for a signalized interseetioa. <br />LOS <br />FREEWAYS <br />UNINTERRUPTED <br />STATE TWO -WAV ARTERIALS <br />NON -STATE ROADWAYS <br />MULTILANE <br />Claim <br />Other Slgeallaed <br />I . 11 ill All <br />Arterial@' Roadways <br />(vie) <br />(v/e) <br />(average travel @pend) (intersection v/c) <br />(average travel speed) (stopped delay) <br />A <br />10.35 <br />NA <br />> 35 mph > 30 mph > 26 mph < 1.00 <br />< 6 see <br />H <br />c 0.54 <br />< 0.45 <br />> 28 mph 724 mph i 19 mph < 1.00 <br />716 am <br />C <br />10.77 <br />< 0.60 <br />> 22 mph =18 mph > 13 mph < 1.00 <br /><269m <br />D <br />< 0.93 <br />< 0.76 <br />> 17 mph ;14 mph > 9 mph 71.00 <br />< 40 we <br />E <br />< 1.00 <br />71.00 <br />> 13 mph 710 mph > 7 mph 71.00 <br />-> <br />; 60 see <br />F <br />>1.00 <br />>1.00 <br />713 mph <10mph < 7mph 1.00 <br />;60 see <br />*Same as state arterials <br />11313 04/12192 <br />ft <br />4. <br />t -i <br />O <br />O <br />r1 <br />IX <br />