Key Biscayne Master Plan 043944000.18w_Key_Biscayne_MP(forJooMag) | Page 96

VILLAGE OF KEY BISCAYNE UNDERGROUNDING OF UTILITIES — MASTER PLAN
Table 2
Existing 2015 AM 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
SB
SB
SB
9 Harbor Drive (1)
(between W Enid Dr & W Mashta Dr) NB
Harbor Drive
(between W Wood Dr & W Mashta Dr)
(1)
11
92
SB
NB
10
(3)
SB
Harbor Drive
(between W Heather Dr & McIntyre St)
(1)
(2)
SB
8
(1)
(1)
EB
Fernwood Road
(between W Heather Dr & W McIntyre St)
SB
SB
NB
SB
NB
SB
Facility
Type
LOS D
LOS E
2015 AM
Roadway
Peak Hour
Peak Hour V/C Peak Hour V/C
Class
Volume
Capacity Ratio Capacity Ratio
4L ART
DIVIDED 2,392
4L ART
DIVIDED 1,257
4L ART
DIVIDED 1,276
4L ART
DIVIDED 1,270
4L ART
DIVIDED 1,389
4L ART
DIVIDED 102
2L ART
DIVIDED 814
2L ART
UNDIVIDED 165
2L ART
UNDIVIDED 128
2L ART
UNDIVIDED 100
2L ART
UNDIVIDED 189
1,481
1,376
1,358
1,350
1,243
51
953
137
107
109
143
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
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.
V/C = Volume to Capacity Ratio
600
0.65
0.40
0.34
0.38
0.35
0.37
0.35
0.37
0.85
0.76
0.06
0.03
1.03
1.21
0.28
0.23
0.21
0.18
0.17
0.18
0.32
0.24
3,940
3,940
3,940
3,940
1,700
1,700
840
640
640
640
640
Existing
Peak Hour
LOS
0.61 C
0.38 B
0.32 B
0.35 B
0.32 B
0.34 B
0.32 B
0.34 B
0.82 D
0.73 D
0.06 C
0.03 C
0.97 E
1.13 F
0.26 C
0.21 C
0.20 C
0.17 C
0.16 C
0.17 C
0.30 C
0.22 C