Generalized Peak Hour Two-Way Volumes for Florida’s Transitioning and Areas Over 5,000 Not In Urbanized Areas 1
TABLE 5
12/18/12
INTERRUPTED FLOW FACILITIES
UNINTERRUPTED FLOW FACILITIES
STATE SIGNALIZED ARTERIALS
FREEWAYS
Lanes
B
C
D
E
Class I (40 mph or higher posted speed limit)
4 6 8
3,970 5,860 7,660 9,550
5,190 7,710
6,200 9,190
6,460 9,990
Lanes
Median
B
C
D
E
2 4 6
Undivided
* * *
1,300 3,060 4,690
1,460 3,200 4,820
** ** **
10,230 12,750
12,170 15,190
13,500 17,010
Divided Divided
10
Freeway Adjustments
Class II (35 mph or slower posted speed limit)
Auxiliary Lanes Present in Both Directions
Ramp Metering
Lanes
Median
B
C
D
E
2 4 6
Undivided
* * *
580 890
1,200 2,590 4,040
1,280 2,850 4,280
+ 1,800
+ 5%
Divided Divided
1,440
Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non-State Signalized Roadways - 10%
Median & Turn Lane Adjustments
UNINTERRUPTED FLOW HIGHWAYS
Exclusive Left Lanes
Exclusive Right Lanes
Adjustment Factors
Lanes Median
B
C
D
E
Lanes
Median
2 4 6
Undivided
820
1,550 4,460 6,700
2,190 5,660 8,480
2,990 6,260 9,400
2 2
Divided
Yes
No No No No
+5% -20%
Divided Divided
3,170 4,750
Undivided
No
Multi Undivided Multi Undivided
Yes
-5%
No
-25% + 5%
–
–
–
Yes
Uninterrupted Flow Highway Adjustments
Lanes
Median Divided
Exclusive left lanes
Adjustment factors
One-Way Facility Adjustment Multiply the corresponding two-directional volumes in this table by 0.6
2
Yes Yes
+5% -5% -25%
Multi Undivided Multi Undivided
No
BICYCLE MODE 2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage B C D E 0-49% * 140 550 1,760 50-84% 170 500 1,650 >1,760 85-100% 670 1,760 >1,760 ** PEDESTRIAN MODE 2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49% * * 250 850 50-84% * 150 780 1,410 85-100% 340 950 1,540 >1,760 BUS MODE (Scheduled Fixed Route) 3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% > 5 ≥ 4 ≥ 3 ≥ 2 85-100% > 4 ≥ 3 ≥ 2 ≥ 1
1 Values shown are presented as peak hour two-way volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual and the Transit Capacity and Quality of Service Manual.
2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility.
3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow.
* Cannot be achieved using table input value defaults.
** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults.
Source: Florida Department of Transportation Systems Planning Office www.dot.state.fl.us/planning/systems/sm/los/default.shtm
2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES
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