LOS Report - Historical Data (1994-2020)

Appendix A (continued)

1

2

3

14

15

17 16

4 5 6 7 8 9 10 11 12 13

18

Analysis Type

Plan Area

Road Type

LOS Std.

Length (mi)

Sig/ Mile 1.20

Max V/C 1.00

Pk Hr. Dir Vol

Pk Hr Dir Cap

V/MSV Ratio

Def Seg

On Street

From

To

FC PA

Reg

AADT 16,479

LOS

US HWY 41

7TH ST SW

19TH AVE NE

R

Y

4D

C

2.59

870

1,730

0.503

B

8 LOS Std (Level of Service (LOS) Standard): The LOS Std for the particular roadway as adopted and documented in the jurisdiction's Comprehensive Plan. See Appendix C - Level of Service (LOS) Standards. 9 Length: The Length of the roadway segment specified in miles. 10 Sig/Mile (Number of Signals per mile on the Segment): The number of signalized intersections per mile on a roadway analysis segment as identified in this report.

12 AADT (Annual Average Daily Traffic): The AADT is the number of vehicles that travel on a specified segment of a road on an average day. For aggregated segments, traffic counts may be weighted according to the length of each individual link and may not match a specific count. Note that 2002 counts on the State Highway System (SHS) were not available at the time this report was produced and, therefore, the AADT on the SHS are produced using historical counts and growth rates. 13 Pk Hour Dir Vol (Peak Hour Directional Volume): The 100th highest hour traffic volume determined by (AADT x K 100 x Directional Factor). 14 Pk Hour Dir Cap (Peak Hour Directional Maximum Service Volume): The Pk Hour Dir MSV is the maximum rate of flow at which vehicles can traverse a point or uniform segment roadway and maintain the performance standard as measured by speed for interrupted flow facilities and V/C ratio for uninterrupted flow facilities during the peak hour period for the peak direction.

11

Max V/C (Maximum V/C): The maximum volume to capacity ratio, Max V/C, represents the maximum ratio of volume to capacity (at the LOS standard) that can be allowed on the roadway segment. The Max V/C standard overrides the letter grade standard of the roadway for concurrency purposes for some roadway segments. A Max V/C of 1.0 is the equivalent of the LOS letter grade standard for that roadway. The Max V/C standards are established in the Hillsborough County Comprehensive Plan.

Roadway LOS Report

A-2

January 2003

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