Key Biscayne Master Plan 043944000.18w_Key_Biscayne_MP(forJooMag) | Page 95

9.0 TRANSPORTATION MANAGEMENT PLAN
Table 1
Existing 2015 Daily Peak Season
Level of Service (LOS)
(1)
(2)
(3)
Facility Type 2015
Daily
Volume Roadway
Class
Rickenbacker Causeway
(at Toll) 4L ART
DIVIDED 59,244 2 Rickenbacker Causeway
(Bear Cut Bridge) 4L ART
DIVIDED 3 Rickenbacker Causeway
(at Golf Course) 4 Location
No. Street Segment
1
LOS D
LOS E
Existing
Daily LOS
Daily
Capacity V/C
Ratio Daily
Capacity V/C
Ratio I 74,400 0.80 79,900 0.74 C
33,931 I 74,400 0.46 79,900 0.42 B
4L ART
DIVIDED 34,729 I 74,400 0.47 79,900 0.43 B
Rickenbacker Causeway
(at Tennis Center) 4L ART
DIVIDED 33,428 I 74,400 0.45 79,900 0.42 B
5 Rickenbacker Causeway
(Just north of Harbor Dr) 4L ART
DIVIDED 35,673 I 74,400 0.48 79,900 0.45 B
6 Crandon Boulevard
(between E Heather & Grand Bay Dr) 4L ART
DIVIDED 1,664 II 32,400 0.05 33,800 0.05 C
7 Crandon Boulevard (2)
(at Bill Baggs Park Entrance) 2L ART
DIVIDED 24,085 II 15,540 1.55 16,380 1.47 F
8 Harbor Drive (1)
(between W Heather Dr & McIntyre St) 2L ART
UNDIVIDED 3,789 II 11,840 0.32 12,480 0.30 C
9 Harbor Drive (1)
(between W Enid Dr & W Mashta Dr) 2L ART
UNDIVIDED 3,006 II 11,840 0.25 12,480 0.24 C
10 Harbor Drive (1)
(between W Wood Dr & W Mashta Dr) 2L ART
UNDIVIDED 2,540 II 11,840 0.21 12,480 0.20 C
11 Fernwood Road (1)
(between W Heather Dr & W McIntyre St) 2L ART
UNDIVIDED 3,366 II 11,840 0.28 12,480 0.27 C
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
91