Appendix A (continued)
1
2
3
4 5 6 7 8 9 10 11 12 13
14
15
17 16
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
15 V/MSV Ratio (Volume to Maximum Service Volume Ratio): The V/MSV Ratio is the ratio of the peak hour directional volume to the peak hour directional MSV. The adjusted V/MSV ratio is calculated by dividing the estimated volume by the MSV. The resulting ratio gives an indication of how close the roadway is to reaching the maximum allowed capacity. Since a ratio of 1.0, indicates that the volume is equal to the MSV (at the desired LOS standard) a V/MSV ratio less than 1.0 indicates that additional traffic can be accommodated. A V/MSV ratio greater than 1.0 indicates that the volume has exceeded the capacity of the roadway at the acceptable LOS standard. 16 Def Seg (Deficient Roadway Segment): The roadway exceeds the adopted level of service standard.
17 Analysis Type: The Maximum Service Volume (MSV) was calculated using three types of analysis: 1. ART-PLAN analysis using generalized defaults from the FDOT 2002 Quality Level of Service Handbook are indicated in the column by a blank field. 2. ART-PLAN analysis using generalized defaults from the FDOT 2002 Level of Service for segments with inconsistent cross-sections indicated by “IC”. 3. ART-PLAN analysis using field verified data indicated by a “V”. 18 LOS (Aggregated Segment Peak Hour, Level of Service): LOS is the Peak Hour, Peak Directional Level of Service for the roadway segment. ( See Appendix B - Definition of Level of Service (LOS).)
Roadway LOS Report
A-3
January 2003
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