Year 2025 Transportation Master Plan Update - City of Oviedo

Table 5-3: City of Oviedo PLOS Results
% SIDEWALK
COVERAGE
TREE
SPACING
WIDTH OF
PAVEMENT
2025
PED LDS
PLOS
GRADE
NB/ EB SB/ WB PLOS
SCORE
SIDEWALK
WIDTH (FT)
IN BUFFER
(FT ON
CENTER)
BUFFER
WIDTH
% ON-
STREET
PARKING
(Occupied)
W ps
(ft)
W l
(ft)
W t
(ft)
POSTED
SPEED
(mph)
ADT # LANES MEDIAN
LENGTH
(mi)
STREET_NAME FROM TO
ALAFAYA WOODS BLVD SR 434 MITCHELL HAMMOCK RD 2.32 14,172 4 U 30 12 0 0 0 5 100 5 100 100 2.61 C 32
CHAPMAN RD SR 426 SR 434 1.57 13,719 2 U 45 11 0 0 0 30 0 4 50 50 4.47 D 28
CR 419 SR 434 STEPHEN AVE 0.79 11,524 2 U 35 12 0 0 0 8 0 5 100 0 4.06 D 44
CR 419 STEPHEN AVE LOCKWOOD BLVD 1.38 17,427 2 U 45 16 4 0 0 4 0 5 100 100 4.29 D 37
CR 419 LOCKWOOD BLVD SNOW HILL RD 2.70 19,000 4 D 45 16 4 0 0 20 0 7 100 100 2.87 C 44
CR 419 SNOW HILL RD ORANGE COUNTY LINE 2.59 10,000 2 U 45 16 4 0 0 0 0 0 0 0 4.63 E 13
CR 426 SR 434 LOCKWOOD BLVD 2.45 9,689 2 U 45 12 0 0 0 10 0 5 45 5 4.55 E 24
CR 426 LOCKWOOD BLVD SNOW HILL RD 4.42 9,581 2 U 55 10 0 0 0 0 0 0 0 0 5.55 F 5
DEAN RD SR 426 ORANGE COUNTY LINE 0.63 18,545 2 U 40 11 0 0 0 20 0 4 75 75 4.51 E 21
DELEON ST SR 434 FLORIDA AVE 0.20 3,687 2 U 25 12 0 0 0 0 0 0 0 0 3.68 D 15
FLORIDA AVE DELEON ST CR 426 3.04 3,401 2 U 45 10 0 0 0 0 0 0 0 0 4.43 D 9
LOCKWOOD BLVD CR 426 CR 419 1.80 7,144 2 U 45 12 0 0 0 0 0 5 5 30 4.42 D 30
LOCKWOOD BLVD CR 419 MITCHELL HAMMOCK RD 0.23 12,326 4 D 35 11 0 0 0 6 0 5 100 100 2.74 C 25
LOCKWOOD BLVD MITCHELL HAMMOCK RD OLD LOCKWOOD RD 1.74 14,521 4 D 35 14 3 0 0 6 0 5 100 100 2.78 C 31
LOCKWOOD BLVD OLD LOCKWOOD RD STERLING LAKE CIR 1.11 14,521 4 D 35 14 3 0 0 6 0 5 100 100 2.78 C 23
LOCKWOOD BLVD STERLING LAKE CIR MCCOLLUCH RD 0.80 14,521 4 D 35 14 3 0 0 8 50 5 100 100 2.36 B 17
LOCKWOOD RD LOCKWOOD BLVD MCCOLLUCH RD 1.38 7,144 2 U 35 17 5 0 0 8 0 5 5 0 3.86 D 47
MCCOLLUCH RD SR 434 LOCKWOOD BLVD 0.96 26,338 4 D 45 14 0 0 0 10 0 5 80 10 4.49 D 25
MITCHELL HAMMOCK RD SR 426 SR 434 1.08 27,924 4 U 45 11 0 0 0 6 75 5 40 100 4.30 D 31
MITCHELL HAMMOCK RD SR 434 LOCKWOOD BLVD 1.75 24,270 4 D 45 12 0 0 0 6 0 5 80 100 3.88 D 36
OVIEDO MARKETPLACE BLVD SR 426 RED BUG LAKE RD 1.70 7,194 4 D 35 14 0 0 0 6 0 5 40 100 2.76 C 26
RED BUG LAKE RD TUSKAWILLA RD SR 417 2.53 28,305 6 D 45 14 0 0 0 6 0 5 100 100 3.35 C 34
RED BUG LAKE RD SR 417 SR 426 0.41 30,337 6 D 45 14 0 0 0 6 0 5 100 100 3.44 C 20
SLAVIA RD RED BUG LAKE RD SR 426 0.93 9,461 2 U 45 12 0 0 0 15 0 5 25 0 4.70 E 25
SR 426 SR 434 LAKE JESSUP RD 0.24 18,949 2 U 30 14 0 0 0 0 0 5 100 100 4.21 D 43
SR 426 LAKE JESSUP RD WINTER SPRINGS BLVD 0.79 18,624 2 U 45 15 3 0 0 10 0 5 40 20 5.28 E 37
SR 426 WINTER SPRINGS BLVD MITCHELL HAMMOCK RD 0.85 20,112 2 U 45 15 3 0 0 10 0 5 30 30 5.46 E 28
SR 426 MITCHELL HAMMOCK RD SLAVIA RD 0.56 22,190 4 D 45 16 4 0 0 0 0 6 100 10 4.12 D 22
SR 426 SLAVIA RD CHAPMAN RD 0.54 22,190 4 D 45 16 4 0 0 0 0 6 100 10 4.12 D 23
Table 5-3: City of Oviedo PLOS Results
SR 426 CHAPMAN RD DEAN RD 1.76 22,702 4 D 45 15 4 0 0 3 0 5 100 100 3.64 D 30
SR 426 DEAN RD SR 417 0.57 25,480 4 D 45 15 4 0 0 3 0 5 100 100 3.81 D 18
SR 426 SR 417 TUSKAWILLA RD 0.47 28,518 4 D 45 14 0 0 0 3 0 5 80 80 4.26 D 18
SR 434 SR 417 FLORIDA AVE 1.17 20,337 2 U 45 11 0 0 0 10 0 5 10 10 6.12 F 13
SR 434 FLORIDA AVE SR 426 1.31 17,763 2 U 45 11 0 0 0 5 0 5 10 75 5.33 E 32
SR 434 SR 426 HILLCREST ST 0.43 17,257 2 U 35 12 0 0 0 3 0 5 5 100 4.77 E 46
SR 434 HILLCREST ST MITCHELL HAMMOCK RD 0.59 17,257 2 U 40 16 4 0 0 8 0 5 5 100 4.61 E 39
SR 434 MITCHELL HAMMOCK RD CHAPMAN RD 1.01 27,498 6 D 45 16 4 0 0 3 0 5 100 100 3.35 C 27
SR 434 CHAPMAN RD MCCOLLUCH RD 2.03 35,025 6 D 50 16 4 0 0 3 0 5 100 100 3.83 D 44
WINTER SPRINGS BLVD NORTHERN WAY SR 426 0.60 12,414 4 D 30 15 4 0 0 15 50 4 100 50 2.30 B 26
ADT = Average daily traffic on the segment or link Wps = width of pavement occupied by on-street parking, if any
W t = total width of outside lane (and shoulder) pavement Buffer Width = Distance between edge of travel lane and sidewalk
W l = width of paving between the outside lane stripe and the edge of pavement, if any PED LDS = Latent Demand Score (Normalized to 100) for pedestrians in 2025 based on land use in the 2025 OUATS travel demand model
City of Oviedo 5-9
Year 2025 Transportation Master Plan Update