Appendix A (continued)
2 3 4 5 6 7 8 910 11 12 13 14 151617181920
1
Peak Hr Dir Vol
Plan Area
F/ C
Road Type
Spd Lmt
LOS Std.
Len (mi)
Sig/ Mi
Daily Cap
10% AADT
1% Cap "LOS C"
PeakHr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Reg
Roadway (From/To)
AADT
131 ST AVE: (NEBRASKA AVE -to-30TH ST)
USF
C
2U
45
E
1.54 2.60
7,830
15,485
724
53
561
808
0.70
D
Y
Y
19 Cap Avail (Capacity Available): If an "N", is identified in the Capacity Available column, then it means that the roadway is already presently deficient and does not have available capacity, or based on existing traffic volumes and vested trips from approved developments, capacity is no longer available. 20 Spc Note: The values in the special notes field stand for the following: "A" ....... indicates an ART-Plan analysis was conducted for the Roadway "HP"...... indicates a HIGH-Plan analysis was conducted for the Roadway "CIP".....indicates that the roadway or a major intersection is identified in the Five-Year Capital Improvements Program (CIP) "HCS"...indicates that a Highway Capacity Analysis has been conducted for the Roadway "IC".......indicates that the roadway has an inconsistent cross-section (e.g., different number of lanes over the length of the identified facility) “NF” .....Not funded in the Five-Year CIP “V” …….indicates that with the addition of vested traffic, roadway capacity is not available.
15 Peak Hr Dir Cap (Peak Hour Directional 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. 16 V/C Ratio: PM Peak Hour Directional Volume to capacity of the roadway. V/C greater than 1.0 indicates a roadway exceeds the available capacity. 17 LOS (Level of Service): Current LOS for the roadway. 18 INT LOS: Intersection LOS is based upon a detailed traffic analysis for the roadway facility. The Intersection LOS is the worst intersection LOS along the roadway. Deficient intersections may need to be addressed in Concurrency, if it is determined that the project's study network includes a deficient intersection. The Deficient Intersections are denoted on the Hillsborough County Deficient Roadways Map.
Roadway LOS Report – Rezoning/Concurrency Reviews
A-3
August 2007
Made with FlippingBook Learn more on our blog