Key Biscayne Master Plan 043944000.18w_Key_Biscayne_MP(forJooMag) | Page 97

9.0 TRANSPORTATION MANAGEMENT PLAN
Table 3
Existing 2015 PM Peak Hour Peak Season
Level of Service (LOS)
Location
No. Street Segment Direction
1 Rickenbacker Causeway
(at Toll) WB
2 Rickenbacker Causeway
(Bear Cut Bridge) NB
3 Rickenbacker Causeway
(at Golf Course) NB
4 Rickenbacker Causeway
(at Tennis Center) NB
5 Rickenbacker Causeway
(Just north of Harbor Dr) NB
6 Crandon Boulevard
(between E Heather & Grand Bay Dr) NB
7 Crandon Boulevard (2)
(at Bill Baggs Park Entrance) NB
EB
SB
SB
SB
SB
SB
SB
8 Harbor Drive
(between W Heather Dr & McIntyre St) NB
9 Harbor Drive (1)
(between W Enid Dr & W Mashta Dr) NB
(1)
(1)
10
Harbor Drive
(between W Wood Dr & W Mashta Dr)
(1)
11
Fernwood Road
(between W Heather Dr & W McIntyre St)
SB
SB
NB
SB
NB
SB
Facility
Type
LOS D
LOS E
2015 PM
Roadway
Peak Hour
Peak Hour V/C Peak Hour V/C
Class
Volume
Capacity Ratio Capacity Ratio
4L ART
DIVIDED 2,284
4L ART
DIVIDED 1,393
4L ART
DIVIDED 1,409
4L ART
DIVIDED 1,390
4L ART
DIVIDED 1,431
4L ART
DIVIDED 97
2,660
1,211
1,190
1,188
1,191
102
2L ART
DIVIDED 950
2L ART
UNDIVIDED 206
2L ART
UNDIVIDED 177
2L ART
UNDIVIDED 157
2L ART
UNDIVIDED 203
905
151
122
127
164
I 3,660
I 3,660
I 3,660
I 3,660
II 1,630
II 1,630
II 788
II 600
II 600
II 600
II
600
0.62
0.73
0.38
0.33
0.38
0.33
0.38
0.32
0.88
0.73
0.06
0.06
1.21
1.15
0.34
0.25
0.30
0.20
0.26
0.21
0.34
0.27
3,940
3,940
3,940
3,940
1,700
1,700
840
640
640
640
640
Existing
Peak Hour
LOS
0.58 C
0.68 C
0.35 B
0.31 B
0.36 B
0.30 B
0.35 B
0.30 B
0.84 D
0.70 D
0.06 C
0.06 C
1.13 F
1.08 F
0.32 C
0.24 C
0.28 C
0.19 C
0.25 C
0.20 C
0.32 C
0.26 C
(1)
Based on FDOT Class II Roadway with 20% capacity reduction for 2-lane undivided roadway without exclusive turn lanes.
Based on FDOT Class II Roadway with 5% capacity increase for 2-lane divided roadway with exclusive left turn lane.
(3)
V/C = Volume to Capacity Ratio
(2)
93