Generalized Annual Average Daily Volumes for Florida’s Transitioning Areas and Areas Over 5,000 Not In Urbanized Areas 1
TABLE 2
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
44,100 65,100 85,100 106,200
57,600 85,600 113,700 141,700
68,900 102,200 135,200 168,800
71,700 111,000 150,000 189,000
Lanes Median
B
C
D
E
2 4 6
Undivided
* * *
14,400 34,000 52,100
16,200 35,500 53,500
** ** **
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
* * *
6,500 9,900
13,300 14,200 28,800 31,600 44,900 47,600
+ 20,000
+ 5%
Divided Divided
16,000
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
9,200
17,300 49,600 74,500
24,400 33,300 62,900 69,600 94,300 104,500
2 2
Divided
Yes
No No No No
+5% -20%
Divided Divided
35,300 52,800
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% * 2,600 6,100 19,500 50-84% 1,900 5,500 18,400 >19,500 85-100% 7,500 19,500 >19,500 ** PEDESTRIAN MODE 2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.)
1 Values shown are presented as two-way annual average daily 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.
Sidewalk Coverage
B
C
D
E
0-49% 50-84% 85-100%
* *
*
2,800 8,600
9,400
1,600
15,600
3,800 10,500
17,100 >19,500
BUS MODE (Scheduled Fixed Route) 3 (Buses in peak hour in peak direction)
Source: Florida Department of Transportation Systems Planning Office www.dot.state.fl.us/planning/systems/sm/los/default.shtm
Sidewalk Coverage
B
C
D
E
0-84%
> 5 > 4
≥ 4 ≥ 3
≥ 3 ≥ 2
≥ 2 ≥ 1
85-100%
2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES
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