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TABLE 4 - 6
<br /> GENERALIZED PEAK HOUR TWO-WAY VOLUMES FOR FLORIDA'S
<br /> RURAL UNDEVELOPED AREAS AND CITIES OR
<br /> DEVELOPED AREAS LESS THAN 5,000 POPULATION-
<br /> RURAL L`M-DEVELOPED AREAS CITIES OR RURAL,DEVELOPED AREAS
<br /> LESS TH-iN 5000
<br /> FREEWAYS
<br /> FREEWAYS Level of Service
<br /> Lanes A 3 C D E
<br /> Level of Service 4 2,220 3.670 4.980 5,890 6,550
<br /> Lanes A B C D E 6 3,440 5,650 7.690 9,090 10,110
<br /> 4 2100 3,670 4.980 5,890 6,550 8 4,650 7.550 10.400 12.310 13.670
<br /> 6 3.440 5,650 7.690 9,09.. 10,110 UNINTERRUPTED FLOW BIGBWAYS
<br /> 8 4,650 7,650 10.:00 12,310 13,670 Le,d of Service
<br /> Lancs Divided A B C D E
<br /> 2 Undivided 220 630 1.100 1.500 2,040
<br /> UNINTERRUPTED FLOW MGBWAYS 4 Divided 1,730 2300 4.060 5,250 5,960
<br /> 6 Divided 2,600 4—_0 6.080 7,870 8,940
<br /> Level or Service INTERRUPTED FLOWARTERIALS
<br /> Lancs Divided A B C D E Led of Service
<br /> 2 Undivided 220 460 740 1,190 1,920 Lanes Divided A 3 C D E
<br /> 4 Divided 1,710 2,800 4.000 5,140 5.710 2 Undivided •• 310 1.070 1,350 1,450
<br /> 6 Diviacd 2,570 4,200 6.000 7,710 8,560 4 Divided •' :o —470 L850 3,020
<br /> 6 Divided 319 3.3:0 4290 4,540
<br /> PASSING LANE.ADfUSTMENTS NON-STATESIGN.AL17Fn ROADWAYS
<br /> (a1mr corresponding two-lane LOS A-D volumes indicated percent) (signalizcc irJ_—seccon analvsis) -
<br /> Lz,el of Smice
<br /> Passing Lanc Spacing Adjustment Factors Lanes A 3 C D E
<br /> 5 mi. +25% 2 '• •- 180 740 980
<br /> 10 mi. +10% BICYCLE MODE
<br /> (Note:Level of service for the bicycle mode on dais rabic is based on roadway
<br /> I geometries at 45 mph posted speed and z2rne continuous,nor number of
<br /> ISOLATED SIGNALIZED LNTERSEMONS bicyclists using the facility.)(Multiolr=Wrizd vehicle volumes shaven
<br /> below by number of directional roadway lana m decamine maximum service
<br /> Leel of Service volumes.)
<br /> Lanes A B C D E
<br /> 2 •• 180 780 1,050 1,190 Paved Shoulder/
<br /> 4 •' 290 1.-00 2.250 2,470 Bicycle Lone I.,•.el of Service
<br /> 6 •• 440 2.660 3,480 4,220 Coverage A 3 C D c
<br /> 0-49% •• 370 670 >670
<br /> BICYCLE MODE 50-84% •• :90 3=0 >340 •••
<br /> 85-100% 280 3C4! >3i0 ••• •••
<br /> (Note:Level of scrv,ice for the bicycle mode in this table is based on madway
<br /> geometries at 55 mph posted speed and murTic conditions.not number of PEDESTRLAN MODE
<br /> bicyclists using the facility.)(Multiply motntued vehicle volumes shown below Note:Level of Service for the pcdconto mode in this able is based on
<br /> by ditmnonal madway lanes to dexrmine masimcm srviee volume.) roadway geomemc at 45 mph posted seized and aatfic conditions.not nyptbcr
<br /> of pedestrian using the facility.)(Muhiok motot¢ed vehicle volumes shown
<br /> Paved Shoulder/ by number of directional roadway laces a(ieemiw maximum srnice
<br /> Bicycle Lane volumes.)
<br /> Coverage A B C D E Lavd of Service
<br /> 449% '• 610 S idewalk Coverage A B C D E
<br /> 5484% '• •• •• •• 1,720 0-39% ••
<br /> •• •• 430 1,370
<br /> n
<br /> 85-10011; •• •• 90 >390 •" 50-B4% •• •• 780 1,750
<br /> 85-100°/n - •• 9:7 >920 •••
<br /> 0__02 NON-FREEWAY AND SIGNAL2ZED LN-rERSECTION ANALYSES ORIDEML?UND)ED ADJUSTMErriS
<br /> Source: Flonda Department ofTra ispoitadon (alter corresponding volumes by the mozd,.. __t)
<br /> Systems Planning Office Lancs Median Let:Tisa Lana Adjustment Factors
<br /> 605 Suwannee Street,MS 19 2 Divided Yes r5%
<br /> Tallahassee,FL 32399-0450 2 Undivided NO --1.0%
<br /> Multi Undivided Yes .5?;
<br /> har.•.k.^..w 114mflrxiiawtrvpLaam:a/symxtts-snlce'dras-"an Multi Undivided
<br /> \.o .25%
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<br /> 95
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