Year 2025 Transportation Master Plan Update - City of Oviedo
Year 2025 Transportation Master Plan Update - City of Oviedo
Year 2025 Transportation Master Plan Update - City of Oviedo
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Intersection LOS is measured in terms <strong>of</strong> the average delay in seconds per vehicle<br />
experienced as a result <strong>of</strong> traffic control devices, i.e., delay at a signal. Ten intersections<br />
in the study area have been analyzed for the PM peak hour using the Highway Capacity<br />
S<strong>of</strong>tware (HCS) 2000. Table 2-2 shows the existing PM peak hour level <strong>of</strong> service <strong>of</strong> the<br />
selected intersections as well as the delay in seconds per vehicle associated with each<br />
approach to the intersection. The table indicates that four (4) <strong>of</strong> the existing<br />
intersections are operating with acceptable conditions. Six (6) <strong>of</strong> the analyzed<br />
intersections within the <strong>City</strong> limits are experiencing delays to the point <strong>of</strong> operating at<br />
LOS F, listed below:<br />
• County Road 419 and County Road 426 / Railroad Street<br />
• Lockwood Boulevard and County Road 419<br />
• Lockwood Boulevard and Mitchell Hammock Road<br />
• State Road 434 and Mitchell Hammock Road<br />
• State Road 426 and Mitchell Hammock Road / Red Bug Lake Road<br />
• Mitchell Hammock Road and Alafaya Woods Boulevard<br />
Table 2-2: Existing PM Peak Hour Intersection Delay & Level <strong>of</strong> Service<br />
Existing (2005)<br />
Approach<br />
Overall<br />
Intersection Measure Eastbound Westbound Northbound Southbound Intersection<br />
CR 419 & CR 426/Railroad St.<br />
SR 426 & SR 434<br />
Lockwood Blvd. & CR 419<br />
Lockwood Blvd. & Mitchell Hammock Rd.*<br />
SR 434 & Mitchell Hammock Rd.<br />
Delay<br />
Delay<br />
Delay<br />
Delay<br />
Delay<br />
26.7<br />
40.3<br />
83.0<br />
157.4<br />
136.7<br />
43.1<br />
14.6<br />
57.7<br />
79.4<br />
93.4<br />
180.8<br />
-<br />
99.5<br />
48.4<br />
79.1<br />
38.0<br />
26.2<br />
77.0<br />
65.6<br />
107.0<br />
89.5<br />
27.2<br />
81.0<br />
98.6<br />
104.5<br />
LOS<br />
LOS<br />
LOS<br />
LOS<br />
LOS<br />
C<br />
D<br />
F<br />
F<br />
F<br />
D<br />
B<br />
E<br />
E<br />
F<br />
F<br />
-<br />
F<br />
D<br />
E<br />
D<br />
C<br />
E<br />
E<br />
F<br />
F<br />
C<br />
F<br />
F<br />
F<br />
SR 426 & Mitchell Hammock Rd./Red Bug Lake Delay 58.8 75.0 96.7 171.7 86.1<br />
Rd.<br />
LOS E E F F F<br />
SR 426 & <strong>Oviedo</strong> Marketplace Blvd.<br />
SR 426 & Winter Springs Blvd.<br />
Lk Jessup Ave. & SR 426<br />
Mitchell Hammock Rd. & Alafaya Woods Blvd.<br />
Delay<br />
Delay<br />
Delay<br />
Delay<br />
47.4<br />
65.2<br />
52.6<br />
193.4<br />
-<br />
44.3<br />
41.4<br />
49.4<br />
11.2<br />
90.3<br />
83.2<br />
37.9<br />
27.6<br />
18.2<br />
58.9<br />
54.2<br />
22.4<br />
64.0<br />
54.1<br />
127.3<br />
LOS<br />
LOS<br />
LOS<br />
LOS<br />
D<br />
E<br />
D<br />
F<br />
-<br />
D<br />
D<br />
D<br />
B<br />
F<br />
F<br />
D<br />
C<br />
B<br />
E<br />
D<br />
C<br />
E<br />
D<br />
F<br />
* The eastbound dual left turn lanes have been adjusted with a lane utilization factor <strong>of</strong> 0.6 to accommodate more vehicles using the leftmost turn lane.<br />
The results <strong>of</strong> the existing roadway and intersection LOS analysis are summarized in<br />
Figure 2-4 and the HCS outputs are included in Appendix B.<br />
<strong>City</strong> <strong>of</strong> <strong>Oviedo</strong> 2-10<br />
<strong>Year</strong> <strong>2025</strong> <strong>Transportation</strong> <strong>Master</strong> <strong>Plan</strong> <strong>Update</strong>
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