1. West Cervantes Traffic Feasibility Study Jill Lavender, Transportation Planner
Cory Wilkinson, AICP CEP, Project Manager
Mary Morgan, PE, Engineer

2. Dec 2016 - Corridor Management Plan Recommendation:
Purpose
Determine feasibility of reducing number of lanes on West Cervantes from 4 to 2 Lanes between Dominques and A Streets
Dec Corridor Management Plan Recommendation:
Option B (Road Diet)
Option B: West Cervantes Street Road Diet – East of Pace Boulevard.
Eliminate two travel lanes and add landscaped median and on-street parking

3. Project Limits Study Area 2.25 miles
As defined by December Corridor Management Plan

4. What does this study cover?
In this Study
Not in this Study
Traffic Analysis & Results
Final Recommendation
Conceptual Designs
Public Involvement
Environmental Analysis
FDOT Safety Improvements
Any recommendation to proceed with lane elimination study is at discretion of FL-AL TPO.

5. Basis of Analysis Conservative Growth Rate
-0.35% historical, 0.5% used
Traffic and Pedestrian Counts
Crash Analysis
Analysis Scenarios
Existing 2019 Conditions
No-Build 2045 Alternative (4 lanes)
Build 2045 Alternative (2 lanes)
Build 2045 Alternative (2 lanes) with 20% Diverted Traffic [Scenario A]
Build 2045 Alternative (2 lanes) with 10% Diverted Traffic [Scenario B]
Parallel Corridor Analysis
Basis of Analysis

6. Average 5 min Average 6 min
Travel Time (minutes)
Average 5 min
Average 6 min

7. Average 21 mph Average 26 mph
Average Speed (mph)
Average 21 mph
Average 26 mph

8. No Build Build 20% Diverted Traffic 10% Diverted Traffic PM Peak Hour
West Cervantes Street
North Pace Blvd
Queuing
PM Peak Hour
No Build
Build
20% Diverted Traffic
10% Diverted Traffic

9. West Navy Boulevard / West Garden Street:
East of North Pace Boulevard
There is sufficient capacity if traffic is diverted with the lane elimination.
East of North W Street
West of North W Street
West Jackson Street:
East of North Pace Boulevard
East of North W Street
West of North W Street

10. Additional queuing anticipated Build 2045 (2 lanes)
Summary
Additional queuing anticipated Build 2045 (2 lanes)
PM conditions worse than AM
Average speed could be as much as 13 mph lower
Travel time could be as much as  5.6 minutes longer
with diversion to grid network
Improved delay and queuing with diversion to grid:
20% diversion: minutes  5.6 minutes
10% diversion: minutes  7.3 minutes
Sufficient capacity on parallel corridors
W. Navy Blvd. / W. Garden St. and W. Jackson St.

11. 24-29 mph mph 12-29 min No Build Speeds Build Speeds Travel Time 90%
However Enhanced Safety
24-29
mph
90%
10%
Build Speeds
12-29
mph
with and without diversion
Travel Time
<1up to 6
min
If hit by a person driving at:
Person survives the collision
Results in Fatality
with and without diversion
not accounting for bus stops