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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 UNDEVELOPED AREAS CITIES OR RURAL DEVELOPED AREAS
<br /> LESS THAN 5000
<br /> FREEWAYS
<br /> FREEWAYS Leel of Smice
<br /> Lanes A 3 C D E
<br /> Level of Service 4 2,220 3.6:0 3380 5,890 6,550
<br /> Lancs A B C D E 6 3,440 5.650 7.690 91090 10,110
<br /> 4 2,200 3,670 4.980 51890 6,550 8 4,650 75SM 10.400 12,310 13,670
<br /> 6 3,440 5,650 3.690 9,090 10,110 UNINTERRUPTED FLOW 23GHWAYS
<br /> 8 4,650 7,650 10.:00 12,310 13,670 Levei of Sam=
<br /> Lana Divided A B C D E
<br /> 2 Undivided 220 630 1.100 1,500 2,040
<br /> UNINTERRUPTED FLOW HIGHWAYS 4 Divided 1,730 23M :.050 5,250 5,960 _
<br /> 6 Divided 2,600 4_00 6.080 7,870 8.940
<br /> Level of Service INTERRUPTED FLOW.aRTERLaLS
<br /> Lana Divided A B C D E Level of Smite
<br /> 2 Undivided 220 460 74 1,190 1,920 Lancs Divided A 3 C D E
<br /> 4 Divided 1,710 2,800 4.000 5,140 5,710 2 Undivided •• 21a 1.070 1,350 1,450
<br /> 6 Divided 2,570 4,2(10 6.000 7,710 8,560 4 Divided •• 520 1470 2,850 3,020
<br /> 6 Divided " 810 3.320 4190 4,540
<br /> PASSING LANE.ADJUS%IE ITS NON-STATE SIGNALIZED ROADWAYS
<br /> (voter corresponding two-lane LOS A-D s,oharet indicated percent) (signalized intersection aoalv6s)
<br /> Lnel of Smice
<br /> Passing Lane Spacing Adjustment Factors Lanes A 3 C D E
<br /> 5 mi. +25% 2 ,4
<br /> a 180 740 980
<br /> 10 mi. +10% BICYCLE MODE
<br /> (Note:Level of service for the bicycle mode niter table is based on madway
<br /> geometries at 45 mph posted speed and=rTre conditions,not number of
<br /> ISOLATED SIGNALIZED L\TERSECTIONS bicyclists using the facility.)(Multiply motorized vehicle volumes shown
<br /> below by number of directional madwav lanes m determine maximum service
<br /> Leel of Service volumes.) -
<br /> Lancs A B C D E
<br /> •• 130 730 1,050 1,190 Paved Shoulder/
<br /> 4 290 L-00 2,250 2,470 Bicycle We Leel of Service
<br /> 6 •' 440 1660 3,480 4,220 Coverage A 3 C D E _
<br /> 049% " '• 'M 670 >670
<br /> BICYCLEMODE 50-84% •• =W 340 >340 •••
<br /> 85-100% 280 390 >390 ••• •••
<br /> (Note:Level of service for the bicycle mode in this able is based on roadway
<br /> geometries at 55 mph pasted speed and tradic conditions not number of PEDESTRLL\}LODE
<br /> bicyclists Icing the facility.)(Multiply monetized.ehicic volumes shown below (Note:Level of service for the pedevan made in this table is based on
<br /> by directional roadway lanes to determine maximuta service volume.) roadway geometric at 45 mph posted sxed and traffic conditions,not nyplber
<br /> of pedestrian using the facility.)(1luhiply motot¢ed.ehicle volumes shown
<br /> Paved Shoulder/ by number of directional roadway lanes m determioe maximum service
<br /> Bicycle Lane volumes)
<br /> Coverage A B C D E Leel of Service
<br /> 049% '" •• •• " 610 Sidewalk Coverage A B C D E
<br /> 30-84% •• •• •• •• 1,720 049% •• •- •• 430 1,370
<br /> 85-1W/p '• •• 390 >390 ••• 50-94-A •• •• •- 780 1,750
<br /> 85-100% •` 930 >920
<br /> 0:2:112 NON-FREEWAY AND SIGNALEZED INTERSECTION ANALYSES DR3DEMNDFVFDED ADJUSTMENTS
<br /> Source: Florida Department of Transportation (alter corresponding volumes by the reared percent)
<br /> Systems Planning Office Lanes Median Left Tum Lines Adjustment Facers
<br /> J 605 Suwannee Smmt,MS 19 2 Divided Yes +5%
<br /> ,31 Tallahassee,FL 32399-0450 2 Undivided Vo -20%
<br /> Multi Undivided Yes -5%
<br /> hnrrj/wwwlMulti Undivided W -25%
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