LOS Report - Historical Data (1994-2020)

Appendix A LEGEND OF VAIRABLES USED IN THE 2014 LEVEL OF SERVICE REPORT The following legend provides a definition or description for each variable in the 2014 Level of Service Report. In this legend, each variable is give a number

1

2

3 4

5

6

7

8

9

10

11

12 13 14

Local Func Class AADT

PkHrDir Vol

PkHrDr MSV V/C LOS

LOS Std

Section Description

Jurisdiction

SIS Lanes Length Speed

MSV

The common name assigned to the road segment (street name), the cross street or location at which the segment begins, and the crossing street or location at which the segment ends.

1 Section Description

2 Jurisdiction

Regulating authority of the segment.

3 SIS

Strategic Intermodal System facility, managed and regulated by Florida Department of Transportation. Number of lanes per direction. – U – Undivided, D – Divided, O – Oneway, F - Freeway

4 Lanes 5 Length 6 Speed

Length of the segment in miles.

Current posted speed of the segment.

Standard Level of Service for the particular roadway as adopted and documented in the Hillsborough County Comprehensive Plan. The LOS for roadways within incorporated areas is governed by the jurisdiction’s Comprehensive Plan and may differ from this report. Local Functional Class - The assignment of roads into systems according to the character of service they provide in relation to the road network. The abbreviations are: PA - Principal Arterial, A - Arterial, C - Collector. Average Annual 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.

7 LOS Std

8 Local Func Class

9 AADT

10 PkHrDir Vol

Peak Hour Peak Direction Volume - The 100th highest hour traffic volume determined by (AADT x K100 x Directional Factor).

Maximum Service Volume (Daily Capacity) - 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 daily (AADT) period. Peak Hour Peak Direction Maximum Service Volume (Capacity) - The Peak Hr Dir Cap 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. Volume over Capacity - PM Peak Hour Directional Volume to capacity of the roadway. V/C greater than 1.0 indicates a roadway exceeds the available capacity.

11 MSV

12 PkHrDir MSV

13 V/C 14 LOS

Current Level of Service for the roadway.

Hillsborough County MPO - June 18, 2015

Page 26

Made with FlippingBook Learn more on our blog