STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/ KENDALL DRIVE TO SR 9/I-95

MIAMI-DADE COUNTY, FLORIDA FDOT FINANCIAL PROJECT ID: 434845-1-22-01 WWW.FDOTMIAMIDADE.COM/US1SOUTH

March 2019 Final Summary Report ACKNOWLEDGMENTS Thank you to the many professionals and stakeholders who participated in and contributed to this study. From the communities along the corridor to the members of the Project Advisory Team, everyone played a crucial role in forming the results and conclusions contained in this study.

2 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 This report compiles the results of the State Road (SR) 5/US 1/ Dixie Highway from SR 94/SW 88 Street/Kendall Drive to SR 9/I-95 Corridor Study and includes: ›› Findings from the study ›› Recommendations for walking, bicycling, driving, and transit access needs along US 1 between Kendall Drive and I-95 ›› Next steps for implementing the recommendations This effort is the product of collaboration between the Florida Department of Transportation District Six and its regional and local partners. FDOT and its partners engaged the community at two critical stages of the study – during the identification of issues and during the development of recommendations. The community input helped inform the recommended strategies but the collaboration cannot stop here. Going from planning to implementation will take additional coordination and, in some instances, additional analysis. FDOT is able and ready to lead the effort but will continue seeking the support of community leaders, transportation and planning organizations, and the general public! To learn more, please read on and visit:

www.fdotmiamidade.com/us1south

WWW.FDOTMIAMIDADE.COM/US1SOUTH 3 CONTENTS 1. STUDY BACKGROUND 7 A. REQUEST FROM PARTNERS 8 B. STUDY EXTENTS, SCHEDULE, AND PROCESS 9 2. ENGAGEMENT 11 A. PROJECT ADVISORY TEAM (PAT) 12 B. STAKEHOLDER INTERVIEWS 13 C. COMMUNITY LEADERSHIP OUTREACH AND BRIEFINGS 13 D. MIAMI-DADE TRANSPORTATION PLANNING ORGANIZATION (TPO) BICYCLE PEDESTRIAN ADVISORY COMMITTEE 13 E. GENERAL PUBLIC OUTREACH 13 3. US 1 CONDITIONS 18 A. CORRIDOR EXISTING AND FUTURE CHALLENGES 20 B. CORRIDOR OPPORTUNITIES 33 4. PROCESS FOR DEVELOPING RECOMMENDATIONS 34 A. NEEDS AND OBJECTIVES 35 B. SCREENING PROCESS 36 5. PROPOSED MULTIMODAL STRATEGIES 37 A. TIER 1 SCREENING RESULTS 38 B. TIER 2 SCREENING RESULTS 41 6. TRAFFIC ANALYSIS AND IMPACTS 45 A. STUDY TIME PERIODS 46 B. ROADWAY CHARACTERISTICS 46 C. STUDY INTERSECTIONS 47 D. TRAFFIC ANALYSIS METHODOLOGY 50 E. BASELINE AND FUTURE CONDITIONS 51 F. STRATEGY ADJUSTMENT RECOMMENDATIONS 54 7. ALIGNMENT WITH CURRENT EFFORTS 55 A. RESURFACING, RESTORATION, AND REHABILITATION (RRR) PROJECTS 56 B. THE UNDERLINE 57 C. SMART PLAN 62 D. BRINGING IT TOGETHER 66 8. A PACKAGE OF RECOMMENDATIONS 70 A. STRATEGIES TO MEET THE USER’S NEEDS ALONG US 1 72 B. CONSIDERATIONS FOR NEXT STEPS 72 C. AS WE MOVE FORWARD 75

4 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 FIGURES

FIGURE 1 STUDY CORRIDOR 9 FIGURE 2 PROJECT SCHEDULE 10 FIGURE 3 STUDY DECISION-MAKING FRAMEWORK 12 FIGURE 4 VARIOUS ELEMENTS ANALYZED 19 FIGURE 5 US 1 TRIP LENGTH STATISTICS 21 FIGURE 6 TRAVEL MODE PREFERENCES FOR US 1 COMMUTERS 21 FIGURE 7 US 1 PEAK DIRECTIONAL AVERAGE TRAVEL SPEED 21 FIGURE 8 TRANSIT SERVICE 22 FIGURE 9 AVERAGE WEEKDAY METRORAIL RIDERSHIP BY STATION 22 FIGURE 10 ALL CRASH LOCATIONS FOR 2011 THROUGH 2015 24 FIGURE 11 PEDESTRIAN AND BICYCLIST CRASH LOCATIONS FOR 2011 THROUGH 2015 24 FIGURE 13 WHERE US 1 STUDY AREA RESIDENTS WORK 25 FIGURE 12 COMMUTING TRAVEL PATTERNS 25 FIGURE 14 WHERE US 1 STUDY AREA EMPLOYEES LIVE 26 FIGURE 15 CONTEXT CLASSIFICATION MAP 27 FIGURE 16 US 1 ROADWAY TYPICAL SECTIONS 28 FIGURE 17 PEDESTRIAN AND BICYCLE NETWORK MAP 29 FIGURE 18 METRORAIL AND BUSWAY PARK-N-RIDE LOT UTILIZATION 30 FIGURE 19 PROJECT NEEDS 35 FIGURE 20 TIERED SCREENING 36 FIGURE 21 TIER 2 STRATEGY FAMILIES 41 FIGURE 22 LIST OF FEATURES IDENTIFIED PER STRATEGY 42 FIGURE 23 INTERSECTIONS ANALYZED 48 FIGURE 24 TRAFFIC OPERATIONS PERFORMANCE RESULTS 54 FIGURE 25 BREAKDOWN OF STRATEGIES INCORPORATED INTO RRR PROJECTS 56 FIGURE 26 THE UNDERLINE PROJECT PHASING 60 FIGURE 27 SMART PLAN OPENINGS AND CONSTRUCTION 63 FIGURE 28 BREAKDOWN OF STRATEGIES PER NEED IDENTIFIED 72

WWW.FDOTMIAMIDADE.COM/US1SOUTH 5 TABLES

TABLE 1 MOBILE SESSION LOCATIONS AND DATES 15 TABLE 2 NEED #1: REDUCE EFFECTS OF DAILY TRAFFIC CONGESTION SCREENING RESULTS 38 TABLE 3 NEED #2: REDUCE AUTO CRASHES SCREENING RESULTS 39 TABLE 4 NEED #3: INCREASE SAFETY & CONVENIENCE FOR PEDESTRIANS & BICYCLISTS SCREENING RESULTS 39 TABLE 5 NEED #4: IMPROVE ACCESS TO METRORAIL, METROBUS & DESTINATIONS BY ALL MODES SCREENING RESULTS 40 TABLE 6 SUMMARY OF STRATEGY PACKAGES 42 TABLE 7 SUMMARY OF STRATEGY PACKAGES BY MUNICIPALITY 43 TABLE 8 SUMMARY OF STRATEGY PACKAGES BY CONTEXT CLASSIFICATION SEGMENTS 43 TABLE 9 2040 FUTURE BASELINE (NO-BUILD) SCENARIO INTERSECTION CONDITIONS SUMMARY 52 TABLE 10 2040 FUTURE (BUILD) SCENARIO INTERSECTION CONDITIONS SUMMARY 53

6 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SECTION 1 STUDY BACKGROUND

WWW.FDOTMIAMIDADE.COM/US1SOUTH 7 1. STUDY A. REQUEST FROM PARTNERS BACKGROUND In March 2013, the Florida Department of US 1 is a critical corridor for north-south travel Transportation (FDOT) held their first Annual in Miami-Dade County. Through the Cities of Listening Session where transportation partner Miami, Coral Gables, and South Miami, as well agencies throughout the region were invited as the Village of Pinecrest, US 1 serves as the to share their opinions on transportation needs main link between residential communities along the State Highway System. During that and Miami’s urban core. In addition to serving Listening Session three themes emerged for as the main route for those traveling by car, US 1: (1) the existing level of congestion along it also serves as one of the region’s major the corridor is a primary issue, (2) there is transit routes with the South Dade Busway and a growing desire for better pedestrian and Metrorail running parallel to the roadway. It is bicycle access along and across US 1, and also anticipated that this corridor will become a (3) improving and expanding existing transit regional destination for pedestrians and cyclists service should be a high priority. In 2016 FDOT as the M-Path transforms into a world-class initiated this US 1 Corridor Study to holistically shared-use path, the Underline. assess transportation needs and develop and evaluate strategies to improve mobility for all Over 60,000 residents live and 100,000 users. employees work within one mile of the US 1 study area. By 2040, residents are projected to increase by 25%; and jobs are expected to increase by more than 33%. Employment today is particularly concentrated around Metrorail stops, and is especially dense in Dadeland, South Miami, Coral Gables, and Coconut Grove. Employment is expected to increase almost universally along the corridor, especially in areas such as The Falls, Dadeland, South Miami, Coral Gables, Coconut Grove, and with greater intensity towards Downtown Miami.

2013 LISTENING SESSION

2013 LISTENING SESSION 2013 LISTENING SESSION

8 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 B. STUDY EXTENTS, The study process included four main steps: collaborate with stakeholders, SCHEDULE, AND transportation partner agencies, and 1 the general public at key milestones PROCESS throughout the project At the start of the study in 2016, the US 1 study area extents were from SR 992/SW 152 Street/ analyze existing and future conditions Coral Reef Drive to SR 9/I-95, in Miami-Dade 2 (including both recurring and non-recurring County. However, several months after the congestion) study was initiated the southern study limit changed to SR 94/SW 88 Street/Kendall Drive evaluate multimodal transportation 3 improvement needs (see Figure 1) to align with the Strategic Miami Area Rapid Transit (SMART) Plan initiative led identify multimodal strategy by Miami-Dade County and the Miami-Dade 4 recommendations Transportation Planning Organization (TPO). The study lasted nearly three years and had four main steps (see Figure 2).

Fgurei 1 STUDY CORRIDOR

RIVIERA VILLAGE OF MIAMI COUNTRY MERRICK PARK CLUB

UNIVERSITY VIZCAYA OF MIAMI MERCY HOSPITAL CORAL COCONUT GROVE BAPTIST SOUTH MAIMI GABLES HOSPITAL HOSPITAL SOUTH MIAMI/ SUNSET PLACE SOUTH DADELAND MIAMI

PINECREST MATHESON HAMMOCK COUNTY PARK

FAIRCHILD TROPICAL BOTANIC GARDEN THE FALLS JACKSON SOUTH SNAPPER CREEK PARK COMMUNITY HOSPITAL PALMETTO GOLF COURSE PALMETTO BAY CHAPMAN FIELD PARK

LEGEND DESTINATIONS

RECREATION APPROX. CITY LIMITS

HOSPITAL ORIGINAL STUDY LIMITS COLLEGE / UNIVERSITY 2ND PHASE SOUTHERN LIMIT CHANGE TO SW 88TH STREET/KENDALL DRIVE ACTIVITY CENTER

WWW.FDOTMIAMIDADE.COM/US1SOUTH 9 Fgurei 2 PROJECT SCHEDULE

Stakeholder and Public Outreach

10 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SECTION 2 ENGAGEMENT

WWW.FDOTMIAMIDADE.COM/US1SOUTH 11 2. ENGAGEMENT A. PROJECT The study team established a Public ADVISORY TEAM Involvement Plan (PIP) for the study that outlined when and how they would seek (PAT) feedback from corridor stakeholders (including The Project Advisory Team (PAT) was formed agencies, transit customers, members of to act as a sounding board throughout the life the public, and community leaders). The PIP of the study. The PAT included representatives was created on the premise that proactively from: engaging communities and stakeholders ›› Miami-Dade County Department of throughout the entirety of a corridor study Transportation and Public Works (DTPW) promotes successful problem solving, creates community partnerships, yields diverse voices ›› Miami-Dade County Regulatory and and new ideas, and provides the opportunity Economic Resources (RER) for stakeholders to own and advance solutions. Further details are found under the Documents ›› Miami-Dade TPO and Publications page of the study website. ›› Miami-Dade Expressway Authority Several groups, shown in Figure 3, were ›› The Underline involved in the decision-making process at various points during the study. ›› University of Miami

›› FDOT staff

Fgurei 3 STUDY DECISION-MAKING FRAMEWORK

FDOT EXECUTIVE TEAM

FDOT PROJECT MANAGEMENT TEAM

STAKEHOLDERS MIAMI-DADE PROJECT AND GENERAL TPO BPAC ADVISORY TEAM PUBLIC

12 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 ›› Village of Pinecrest C. COMMUNITY ›› City of South Miami LEADERSHIP ›› City of Coral Gables

›› City of Miami OUTREACH AND Aside from acting as a sounding board, BRIEFINGS The study team met with and briefed elected the other major roles of the PAT were to officials and FDOT leadership at each phase help implement the PIP, share information of public outreach which coincided with the to and from their respective agencies, study milestones. During these meetings, the and to ensure that their constituents were study team was able to gain knowledge on local aware of the study and the decisions under happenings which increased the study team’s consideration. To accomplish this, the study awareness and alignment with community team met with the PAT three times to gather desires. feedback at key milestones covering the data and analysis conclusions, the initial list of strategies to be considered, and the final list of recommendations to move forward into next D. MIAMI-DADE phases. TRANSPORTATION B. STAKEHOLDER PLANNING INTERVIEWS ORGANIZATION Concurrent with data collection efforts, one- (TPO) BICYCLE on-one interviews were conducted with key area stakeholders to understand the issues PEDESTRIAN and opportunities that need to be considered throughout the study. A total of 55 interviews ADVISORY were conducted and over 500 comments received covering all aspects from landscaping COMMITTEE The study team presented to the Miami-Dade issues to traffic congestion and safety issues. TPO Bicycle Pedestrian Advisory Committee All PAT members were interviewed, along with (BPAC) at key milestones to gain feedback representatives of community organizations and input. At the conclusion of the study, the and institutions. The study team conducted committee made a motion to commend FDOT’s targeted meetings with Chamber South, City of effort and the set of recommendations to move Coral Gables, City of South Miami, Continental forward. Park HOA, Dadeland North Shopping Center, Dover, Kohl and Partners Town Planning, Florida Turnpike, Greater Miami Chamber of Commerce, Green Mobility Network, Jackson E. GENERAL PUBLIC South Community Hospital, Kendall I Plaza, Mack Cycles, MDX, Miami-Dade County OUTREACH While the study process was ongoing, the (DTPW, Public Schools, and RER), Miami- general public could provide feedback in a Dade TPO, Neat Streets Miami, Palmetto Bay variety of ways such as an online survey, via Police Department, Prado Shopping Center, phone and/or email, or through the project Shops at Sunset Place/Coconut Grove Metro website. The project team got the ‘word out’ by Development, South Florida Regional Council, using social media, electronic newsletters, and South Miami CRA, South Miami Hospital, by holding mobile sessions. The Underline, University of Miami, Village of Palmetto Bay, Village of Pinecrest, and Vizcaya Museum and Gardens.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 13 To better understand survey respondents, each SURVEY survey also included questions such as how Two surveys were created (via MetroQuest frequently they use US 1, what their preferred software) and distributed during the study mode of travel is (via car, bus, rail, foot, bike, process. The goal of the first survey was to etc.), and why they use the corridor (i.e., to get collect input on community priorities in terms to work, school, shopping, access freeways, of general transportation issues and needs as etc.). Lastly, each survey contained an optional well as their thoughts on specific geographic section where respondents could leave areas of concern. The study team used this information about themselves including race, feedback as another source of input when residential zip code and email address. The finalizing the project needs and objectives that findings from both surveys are found in the ‘US guided the development of strategies. 1 Conditions’ section as well as the ‘A Package The goal of the second survey was three-fold: of Recommendations’ section of this report. to re-advertise to the community the purpose of the study; to inform survey participants about the types of recommendations being considered; and to gauge their opinion regarding how important they felt the types of recommendations were and how often they would use them.

PUBLIC INPUT ROUND 1

443 SURVEYS COLLECTED BETWEEN AUG. 3RD - SEPT. 9TH

PUBLIC INPUT ROUND 2

483 SURVEYS COLLECTED BETWEEN SEP. 3 RD - OCT. 31ST

14 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 business cards (containing the study website, MOBILE SESSIONS link to the survey, as well as study team contact As one method to get the word out, the study information); ‘about the project’ factsheets team participated in Mobile Sessions where in both English and Spanish; literature on the they set-up an informal kiosk in strategic SMART Plan provided by the Miami-Dade TPO; locations throughout the corridor. Using iPads and large display boards with the website and cell phones, the study team asked passers- address. Five sessions were conducted in Phase by to take the online survey. At these informal 1 and six sessions in Phase 2. kiosks, the team also had study-specific

Tblea 1 MOBILE SESSION LOCATIONS AND DATES

SESSION PHASE 1 PHASE 2

Date: Tuesday, 8-15 @ 3-5 p.m. Date: Tuesday, 9-4 @ 4–6 p.m.

Location: Shops at Sunset Place: First Location: University of Miami Metrorail #1 Floor Outdoor, 5701 Sunset Dr, South Station, 5400 Ponce De Leon Blvd, Coral Miami, FL 33143 Gables, FL 33146

Date: Thursday, 8-17 @ 3-5 p.m. Date: Wednesday, 9-5 @ 8–10 a.m.

Locations: Dadeland North Metrorail Locations: Douglas Road Metrorail #2 Station, 8300 S Dixie Hwy, Miami, FL Station at 3060 SW 37 Court in Miami, FL 33143; Dadeland South Metrorail Station, 33146 9150 Dadeland Boulevard, Miami, FL 33156

Date: Wednesday, 8-23 @ 9-11 a.m. Date: Thursday, 9-6 @ 8–10 a.m.

Location: University of Miami Metrorail Location: Dadeland North Metrorail Station, 5400 Ponce De Leon Blvd, Coral Station, 8300 S Dixie Hwy, Miami, FL #3 Gables, FL 33146 33143; Dadeland South Metrorail Station, 9150 Dadeland Boulevard, Miami, FL 33156

Date: Thursday, 8-24 @ 3-5 p.m. Date: Friday, 9-7 @ 4–6 p.m.

Location: Frankie Shannon Rolle Center, Location: Frankie Shannon Rolle Center, #4 3750 S Dixie Hwy, Miami, FL 33133 3750 S Dixie Hwy, Miami, FL 33133

Date: Thursday, 8-31 @ 3-5 p.m. Date: Saturday, 9-8 @ 3–5 p.m.

Location: Douglas Road Metrorail Station Location: Shops at Sunset Place: First #5 at 3060 SW 37 Court in Miami, FL 33146 Floor Outdoor, 5701 Sunset Dr, South Miami, FL 33143

Date: Monday, 9-10 @ 11 a.m.-1 p.m.

Location: University of Miami Student #6 Center Complex; UC Canopy

WWW.FDOTMIAMIDADE.COM/US1SOUTH 15 STUDY WEBSITE STUDY WEBSITE SNAPSHOT SNAPSHOT

STUDY BUSINESS CARD SNAPSHOT

US 1 CORRIDOR US 1 Corridor Study FDOT is conducting a study to identify and evaluate STUDY multimodal transportation improvements along US 1. Visit our project website to learn more: State Road (SR) 5/US 1/Dixie Highway www.fdotmiamidade.com/us1south from SR 94/SW 88 Street/Kendall Drive to SR 9/I-95

Miami-Dade County, Florida For additional information, please contact: STUDY TEAM’S Financial Project No. 434845-1-22-01 Jessica Josselyn, Project Manager Kittelson & Associates, Inc. PHOTOS FROM 954-828-1730 | [email protected] MOBILE SESSIONS

16 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 WWW.FDOTMIAMIDADE.COM/US1SOUTH 17 SECTION 3 US 1 CONDITIONS series of strategies for FDOT to advance into 3. US 1 future phases such as design or operations. Several elements were assessed during this CONDITIONS process (see Figure 4) further allowing the study team to develop a comprehensive The study team reviewed the corridor’s existing snapshot in time for how the corridor and and projected future conditions to serve as surrounding land uses function. Further details the basis for the development of the projects’ on the assessment can be found on the study’s needs and objectives, which were used to website under Documents and Publications. ultimately develop, screen, and recommend a

Fgurei 4 VARIOUS ELEMENTS ANALYZED

TRAVEL PATTERNS, LAND USES AND SYSTEM OPERATIONS, REDEVELOPMENT INFRASTRUCTURE AND SAFETY POTENTIAL (FOR ALL MODES) CONDITIONS (FOR ALL MODES)

PAST AND ON-GOING RELATED AND/ ENVIRONMENTAL, COMMUNITY AND OR INFLUENTIAL CULTURAL STAKEHOLDER EFFORTS WITHIN AND HISTORIC INPUT THE CORRIDOR FEATURES AND REGION-AT- LARGE

WWW.FDOTMIAMIDADE.COM/US1SOUTH 19 OPERATIONS A. CORRIDOR ›› US 1 is a 6-lane divided facility carrying just EXISTING under 100,000 vehicles per day. ›› The peak-period AM and PM congestion AND FUTURE timeframe is spreading and the average CHALLENGES peak directional travel speed = 7 mph (see US 1 is a roadway that serves many roles and Figure 7). it faces unique challenges in balancing those ›› Daily traffic congestion is caused primarily roles. Below are key findings: by delay at traffic signals, too much auto demand for the number of lanes provided, and because of incidents or crashes in the TRAVEL PATTERNS, corridor. OPERATIONS, AND SAFETY • Almost 65% of all intersections along the CONDITIONS (FOR ALL corridor are at ‘level-of-service (LOS) F in MODES) the AM Peak and 50% of intersections are TRAVEL PATTERNS at LOS F during the PM Peak. ›› US 1 provides access to and from local ›› Traffic volumes and off-peak speeds along neighborhoods, employment centers, the roadway are high, causing US 1 to act as activity centers, as well as regional a barrier between the neighborhoods and expressways. destinations on the southeast side of the ›› Today, US 1 is serving primarily shorter corridor and those on the northwest side distance trips (see Figure 5). Study of travel (including access to transit). patterns found that about 89% of auto trips ›› The US 1 corridor has extensive transit are travelling 7 miles or less on US 1 with coverage that provides travel along the about half of those trips travelling less than corridor, to the corridor, and to regional 3 miles on US 1. Only 2% of trips were end- destinations beyond the study area (see to-end trips through the corridor. Figure 8). Transit in the corridor consists of ›› Existing transportation options for local bus service, premium bus service on commuters favor automobile travel (see the South Dade Busway that is separated Figure 6). Despite the extensive transit from general traffic, and Metrorail. All of coverage in and near the corridor, only 5.5% these services are schedule-based, with of study area commute trips are made by peak-hour frequencies of 8 to 30 minutes transit. Factors that may be depressing and off-peak frequencies of 8 to 60 minutes. the number of trips made by transit likely Miami-Dade County also operates demand- include: based paratransit and the University of Miami and area municipalities are • Transfers are needed for many trips, operating shuttles serving their constituent including a forced transfer for premium populations. transit trips that cross Dadeland South;

• Less frequent transit service during non- peak times;

• Disrupted pedestrian and bicycle access to existing stops and stations; and

• Lack of available parking at the Metrorail park-and-ride locations.

20 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 Fgurei 5 US 1 TRIP LENGTH STATISTICS ONLY 2% OF TRIPS ARE TRAVELLING THROUGH THE ENTIRE STUDY CORRIDOR

45% OF TRIPS TRAVEL LESS THAN 3 MILES

Trip length data based on the original corridor limits from SW 152nd Street/Coral Reef Drive to I-95. Similar conclusions were drawn from the data for the shortened study corridor limits from SW 88th Street/ Kendall Drive to I-95.

Source: Bluetooth Data Collection, Winter 2016/2017

Fgurei 6 TRAVEL MODE PREFERENCES FOR US 1 COMMUTERS

Source: U.S. Census Bureau 2011-2015 5-Year Estimates

Fgurei 7 US 1 PEAK DIRECTIONAL AVERAGE TRAVEL SPEED

SW 37 AVE MIAMI

SOUTH KENDALL DR MIAMI CORAL GABLES

PINECREST

LEGEND

APPROX. CITY LIMITS SW 152 ST AVERAGE PEAK-DIRECTIONAL TRAVEL SPEED = 7 MPH

2ND PHASE SOUTHERN LIMIT CHANGE TO PALMETTO TH BAY SW 88 STREET/KENDALL DRIVE

WWW.FDOTMIAMIDADE.COM/US1SOUTH 21 • Beyond a half-mile radius near the Fgurei 9 AVERAGE WEEKDAY METRORAIL Busway and Metrorail routes, most areas RIDERSHIP BY STATION are served only by local bus service. Assuming an acceptable walking access radius of a ¼ mile, transit coverage is relatively complete within the service area. Local transit service is not as frequent as premium transit service, so premium transit trips that are accessed by local transit are likely to have longer wait times than those accessed by bicycle or walking.

• Transit ridership exceeds capacity available in the peak periods (see Figure 9 for transit ridership).

Source: Miami-Dade County DTPW, 2016 Fgurei 8 TRANSIT SERVICE

Source: Miami-Dade County DTPW, 2016

22 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SAFETY • From SW 88th Street to I-95 specifically, ›› The whole corridor is considered a High there were a total of 7,092 crashes, with Crash Corridor by FDOT. Safety studies and 13 of those resulting in a fatality (none of projects are currently occurring along the which occurred during the peak period). corridor. 10 (77%) of the fatal crashes occurred during dark-lighted conditions (occurring ›› From 2011 to 2015, there were a total of at nighttime in areas that are illuminated 9,851 crashes, with 24 of those resulting by streetlamps). in a fatality and 2,120 (22%) resulting in at least one injury (see Figure 10). Crashes per ›› From 2011 to 2015, 1.4% of crashes involved year along the corridor have been steadily pedestrians and cyclists (81 pedestrian and increasing over the five-year study period. 61 bicycle crashes); however, they made up The highest crash type was rear-end (57%) 30% of the fatalities along the corridor (7 of with sideswipe (15%) and angle (9%) being the 24 fatal crashes) – see Figure 11. the 2nd and 3rd highest crash types. The • From 88th Street to I-95 specifically, peak crash period coincides with the peak 1.6% of crashes involved pedestrians and congestion period, between 3:00 and 7:00 cyclists (61 pedestrian and 52 bicycle pm. Congestion is a factor in the prevailing crashes); however, they made up 38% of rear-end crash types. the fatalities along the corridor (5 of the 13 fatal crashes).

THE CORRIDOR EXPERIENCED AN AVERAGE OF 4 CRASHES PER DAY, EQUATING TO ~$650,000~ PER DAY IN COST AND UP TO 2 HOURS OF IMPACT TO TRAVELERS.1

1 Average crash cost of Moderate Injury of $162,240 per crash (FDOT FDM Table 122.6.2 ). Time impact calculated based on the District Six’s historical average annual roadway clearance per year from 2011-2015.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 23 Fgurei 10 ALL CRASH LOCATIONS FOR 2011 THROUGH 2015

SW 37 AVE MIAMI

DOUGLAS RD CORAL GABLES SOUTH MIAMI S BAYSHORE DR KENDALL DR GRAND AVE SUNSET DR

PINECREST

OLD CUTLERLEGEND RD

APPROX. CITY LIMITS

SW 152 ST LEAST

GREATEST PALMETTO BAY X FATALITY

Source: FDOT CARS, 2011 - 2015

Fgurei 11 PEDESTRIAN AND BICYCLIST CRASH LOCATIONS FOR 2011 THROUGH 2015

SW 37 AVE MIAMI

DOUGLAS RD CORAL GABLES SOUTH MIAMI KENDALL DR GRAND AVE S BAYSHORE DR SUNSET DR

PINECREST

LEGEND OLD CUTLER RD APPROX. CITY LIMITS

SW 152 ST LEAST BUSWAY

GREATEST METRORAIL PALMETTO BAY X FATALITY

Source: FDOT CARS, 2011 - 2015

24 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SURROUNDING CONTEXT, LAND Fgurei 12 COMMUTING TRAVEL PATTERNS USES AND REDEVELOPMENT POTENTIAL ›› The US 1 study area is home to over 60,000 106,400 WORKING POPULATION residents and over 100,000 jobs (see Figure 6% OF COUNTY RESIDENTS 12). For the County, population is expected 10% OF COUNTY JOBS to increase by ~24%~ over the next 25-years. Employment is expected to increase by ~32%~ for the same period.

• ~49,240~ people travel out of the study area to go to work whereas ~~95,000 WORK INFLOW / OUTFLOW (WITHIN 1 MILE OF STUDY CORRIDOR) people travel into the study area for work. In addition, ~~11,400 people live and work in ~ 95,000 ~ 11,400 ~ 49,240 the study area. Those who live and work in EMPLOYEES RESIDENTS RESIDENTS COMING INTO LIVE & WORK LEAVING THE the study area may benefit the most from THE STUDY IN THE STUDY STUDY AREA multimodal solutions along the corridor. AREA TO WORK AREA TO WORK Others would require network multimodal solutions. Figure 13 and Figure 14 show

the general placements of residents and Source: U.S. Census Bureau 2011-2015 5-Year Estimates workers within the study area.

Fgurei 13 WHERE US 1 STUDY AREA RESIDENTS WORK

Source: U.S. Census Bureau 2011-2015 5-Year Estimates

WWW.FDOTMIAMIDADE.COM/US1SOUTH 25 ›› Destinations along US 1 serve both study Coral Gables, and is planned in some areas area residents and the Southeast Florida south of the corridor. Land use decisions are region. The destinations include recreational the domain of local governments; therefore, facilities; shopping and entertainment areas; this need will be addressed through local educational institutions; and employment land use controls and decisions. locations, but often serve as anchors to concentrations of activity and drivers of LOCAL PLANNING EFFORTS transportation demand. The study area tends to support more mixes of land uses INDICATE THAT US 1 IS A FOCUS and is projected to become more mixed OF REDEVELOPMENT INTO with higher densities in the future. Transit oriented development is occurring around HIGHER INTENSITY LAND USES the Dadeland, South Miami, Douglas Road, THAT REQUIRE AND SUPPORT and Coconut Grove Metrorail stations. Redevelopment in this manner is also TRANSIT AND MULTIMODAL occurring in Downtown Miami, Little Havana, TRAVEL.

Fgurei 14 WHERE US 1 STUDY AREA EMPLOYEES LIVE

Source: U.S. Census Bureau 2011-2015 5-Year Estimates

26 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 ›› From SW 88th Street to I-95 specifically, US • US 1 from Granada Boulevard to I-95 1 has two differing context classifications would be considered Context Classification with varying ranges of allowable design 4, also known as “Urban General”. Based speeds according to the FDOT Design on the FDM, the allowable design speeds Manual (see Figure 15): range from 30 to 45 mph for Context Classification 4. • US 1 from SW 88th Street to Granada Boulevard would be considered Context Classification 5, also known as “Urban Center”. Based on the FDM, the allowable design speeds range from 25 to 35 mph for Context Classification 5.

Fgurei 15 CONTEXT CLASSIFICATION MAP

C1 - C2 - C2T - NATURAL RURAL C3R - C3C - C4 - C5 - C6 - RURAL SUBURBAN SUBURBAN URBAN URBAN URBAN TOWN Source: FDOT RESIDENTIALCOMMERCIAL GENERAL CENTER CORE

MIAMI SOUTH

MIAMI CORAL 37 SW I-95

GABLES 42 SW GRANADA BLVD TH AVE ND SW 62 SW SW 80 SW AVE KENDALL DR KENDALL ND TH AVE ST

LEGEND PINECREST C4 – URBAN GENERAL

SW 152 ST (30-45 MPH ALLOWABLE DESIGN SPEED RANGE)

C5 – URBAN CENTER (25-35 MPH ALLOWABLE DESIGN SPEED PALMETTO RANGE) BAY

WWW.FDOTMIAMIDADE.COM/US1SOUTH 27 SYSTEM INFRASTRUCTURE (FOR Fgurei 16 US 1 ROADWAY TYPICAL SECTIONS ALL MODES) SW 152ND ST TO SW 98TH ST ›› US 1 is a 6-lane divided facility with 42 signalized intersections within the original study limits and 27 from the truncated

study limits. 10’ 32’ 16’ 11’ 12’ 23’ 12’ 11’ 16’ 2’ Multiuse 4’ 2 Bus Drive Drive Drive Median Drive Drive Drive Curb 6’ Lane Curb Lanes Lane Lane Lane Lane Lane Lane Sidewalk ›› Lane widths generally vary from 10 to 12 feet (see Figure 16). In general, US 1 roadway design and typical sections are not SW 98TH ST TO 67TH AVE always consistently supportive of adjacent land uses.

2’ 13’ 12’ 14’ 18’ 14’ 12’ 13’ 7’ ›› There are intermittent sidewalks along 5’Curb Drive Drive Drive Median Drive Drive Drive Curb 6’ US 1, including the M-Path/the Underline Sidewalk Lane Lane Lane Lane Lane Lane Sidewalk along the northwest side under Metrorail. Sidewalks along US 1 and connecting to 67TH AVE TO CABALLERO BLVD US 1 are generally in poor shape. There is a noted lack of shade, and sidewalks lack a buffer to traffic lying directly adjacent to the road throughout much of the corridor. 100’ 22’ 12’ 10’ 11’ 17’ 11’ 10’ 12’ 6’ Elevated Median Drive Drive Drive Median Drive Drive Drive Curb 7’ Pedestrians were observed crossing mid- Rail Lane Lane Lane Lane Lane Lane Sidewalk block. This could be due to distances between crossings, long signal lengths, or CABALLERO BLVD TO RIVIERA DR inconvenient crossing locations.

• Average distance between signalized pedestrian crossings = 1,500 feet. 100’ 22’ 101/2’ 10’ 101/2’ 18’ 101/2’ 10’ 101/2’ 7’ Elevated Median Drive Drive Drive Median Drive Drive Drive Sidewalk • Typical pedestrian out-of-direction Rail Lane Lane Lane Lane Lane Lane travel (based on origins and destinations located 500’ from the intersection) is ~4.8 ~ RIVIERA DR TO BIRD AVE minutes.

• On-street bike lanes do not exist along US 1, there are no bike facilities along 5’ 10’ 10’ 10’ 19’ 10’ 10’ 10’ 6’ the southeast side of the corridor, 5’ Curb Drive Drive Drive Median Drive Drive Drive Curb 5’ Sidewalk Lane Lane Lane Lane Lane Lane Sidewalk and crossings of US 1 are difficult (see Figure 17). Therefore, bicycle access to destinations on the southeast side of US 1 BIRD AVE TO 27TH AVE is limited. There are currently well-utilized bicycle facilities near the study area, including those on Old Cutler Road and 80’ 25’ 11’ 10’ 11’ 11’ 11’ 10’ 11’ 5’ Bayshore Drive. The lack of connectivity Elevated Median Drive Drive Drive Median Drive Drive Drive Curb 5’ between US 1 and these facilities (as well Rail Lane Lane Lane Lane Lane Lane Sidewalk as across US 1) was a frequent issue raised by stakeholders. 27TH AVE TO I-95 • In general, there is a well-connected network of local streets, offering a number of potential routes for bicyclists. ‘However, 70’ 20’ 10’ 10’ 10’ 10’ 10’ 10’ 10’ Elevated Median Drive Drive Drive Median Drive Drive Drive these streets lack designated facilities Rail Lane Lane Lane Lane Lane Lane under existing conditions.

28 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 Fgurei 17 PEDESTRIAN AND BICYCLE NETWORK MAP GRANADA BLVD SW 22 SW

HOMESTEAD EXT. OF FL TURNPIKE ND AVE

BIRD RD

REED RD S BAYSHORE DR GRAND AVE

SUNSET DR

SNAPPER CREEK EXPY

KENDALL DR LEGEND

OLD CUTLER RD

LUDLAM RD LUDLAM BUSWAY STATION

DON SHULA EXPYKILLIAN DR METRORAIL STATION

BIKE LANE

SHARED USE PATH

SW 152ND ST BIKE FACILITY GAP

NARROW SIDEWALK ON THE NARROW SIDEWALK ON BICYCLISTS USING SOUTH SIDE OF US 1 DOUGLAS RD CROSSWALK TO CROSS US 1

WWW.FDOTMIAMIDADE.COM/US1SOUTH 29 ›› Many Metrorail riders access the service by some cases, these lots are close to or over driving and parking at a park-and-ride lot. In capacity (see Figure 18).

Fgurei 18 METRORAIL AND BUSWAY PARK-N-RIDE LOT UTILIZATION

Source: Miami-Dade County DTPW, 2017

30 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 ›› Metrorail and Busway transit stations ›› The SMART Plan was developed by Miami- are bounded by busy arterials which act Dade County and the TPO and adopted as barriers to access. These arterials are by the TPO Governing Board on April often wide, designed for high speeds and 21, 2016 – mid-process of this study. The volumes, and are uninviting. Drivers were SMART Plan is a comprehensive plan which observed not yielding to pedestrians. There advances six rapid transit corridors to the is poor or no pedestrian connectivity within Project Development and Environment park-and-ride lots and between the lots and (PD&E) study phase to determine the costs the stations, forcing pedestrians to walk in benefits and potential sources of funding the street. for the projects. The South Dade Transitway northern limits is SW 88th Street/Kendall PAST AND ON-GOING RELATED Drive. Due to this, the US 1 Corridor Study AND/OR INFLUENTIAL EFFORTS southern limit changed from SW 152nd WITHIN THE CORRIDOR AND Street to SW 88th Street once the SMART REGION-AT-LARGE plan was adopted. › There is currently a plan to construct › ›› Local Governments Comprehensive Plans The Underline, an urban trail and linear acknowledge US 1 as a major thoroughfare park, along the M-Path from Dadeland to that provides direct links to transit and Downtown Miami. The Underline Framework controlled-access highways. Plan identified the need for improvements to cross US 1 and has identified grade ›› Local and regional planning efforts separated crossings for five intersections consistently indicate a desire for more and other types of improvements for almost efficient automobile travel, better pedestrian every intersection along the corridor. and bicycle access along and across US 1, and better access to transit.

BEFORE AND AFTER IMAGES OF THE UNDERLINE

BRICKELL BACKYARD PROMENADE NOW BRICKELL BACKYARD PROMENADE AFTER

Source: www.theunderline.org/ Source: www.theunderline.org/

WWW.FDOTMIAMIDADE.COM/US1SOUTH 31 COMMUNITY AND STAKEHOLDER INPUT ›› Feedback was collected via 50+ stakeholder interviews, two technical meetings with the PAT, and nearly 450 survey responses that highlighted traffic and pedestrian/bicyclist safety as the top priorities.

PUBLIC INPUT ROUND 1

443 SURVEYS COLLECTED BETWEEN AUG. 3RD – SEPT. 9TH 24 4 HOW FREQUENTLY DO YOU USE US 1? Few times a week Rarely

3 Daily Few times a month

WHAT IS YOUR PREFERRED/MOST FREQUENTLY USED MODE OF TRAVEL? 1 5 4 2 1 1 Drive alone Take transit Bike Carpool Other Walk Car sharing

WHAT ARE YOUR TOP PRIORITIES WHERE ARE YOUR CHALLENGES IN TERMS OF NEEDS? IN TRAVELLING THE CORRIDOR? Misc HIGH PRIORITY Development 4% Trac 6%

Pedestrian Safety Transit 12% Bicyclists Safety Access to Transit (Other) 48% Driving Access to Transit by Car Biking 15% Driver Safey

Development 15%

LOW PRIORITY Walking

32 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 Shown later in this report, the study team B. CORRIDOR prepared image boards that visually portray what the US 1 corridor could look like over time OPPORTUNITIES if the opportunities listed herein are taken and Many opportunities exist to create a better advanced by FDOT and their partners. balance within the US 1 corridor based on policy and physical context.

POLICY CONTEXT ›› The FDOT adopted Complete Streets Policy

Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes SW 37th Ave & US-1

DISCORDANT EXISTING CONDITIONS >> INTEGRATED AND??? &RESILIENT US-1 SYSTEMS ›› *New* FDOT Design Manual (FDM) SW 40th St & US-1 Trapèze • AAUPC

›› Miami-Dade TPO and Miami-Dade DTPW Trapèze • AAUPC

SMART Plan Trapèze • AAUPC

Indianapolis Cultural Trail • ICT, Inc.

Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes

FRAGMENTED EXISTING CONDITIONS >> COOPERATIVE PLACE-MAKING STRATEGIES ›› Local planning efforts indicate that US 1 is a Constitution Avenue, Canberra • Jane Irwin Landscape Architecture

focus of redevelopment into higher intensity Indianapolis Cultural Trail • ICT, Inc. land uses that require and support transit

and multimodal travel. Southwest Moody Avenue, Portland • The Green Lane Project Southwest Moody Avenue, Portland • The Green Lane Project

Ruiz Ave & SW 38th Ave PHYSICAL CONTEXT Douglas Road Station Park ›› The study area has premium transit already (Metrorail)!

West Capitol Avenue Streetscape, West Sacramento • MIG Southwest Moody Avenue, Portland • The Green Lane Project

›› The study area has a shared-use path SW 40th St & S Dixie Hwy SW 40th St & S Dixie Hwy already (the M-Path)! This facility has HARSH EXISTING CONDITIONS >> TRANSFORMATIVE VERDANT CORRIDOR

already been approved for a linear-park, Constitution Avenue, Canberra • Jane Irwin Landscape Architecture Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes world-class urban trail and living art destination (The Underline). The first phase

Credits: Andrew Samuelsen Buffalo Niagara Medical Campus Streetscape • SCAPE of construction began during this study! INCONSISTENT EXISTING CONDITIONS >> EQUITABLE GREEN INFRASTRUCTURE Passeig De St Joan Boulevard • Lola Domenech DecoMark® Streetscape, Rotterdam • Opperclaes + Street Makers ›› Per FDOT new policy, portions of the study area are considered Context Classification 5,

also known as “Urban Center” and Context Indianapolis Cultural Trail • ICT, Inc. BNMC Streetscape • SCAPE SW 40th St & SW 36th Ct SW 40th St & S Dixie Hwy SW 40th St & S Dixie Hwy Classification 4, also known as “Urban General.” Based on the FDM, the allowable design speeds range from 25 to 35 mph for Context Classification 5 which are more conducive to walking and bicycling. Context Classification 4 design speeds range from 30 to 45 mph which also can be more conducive to walking and bicycling in the lower end of the range.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 33 SECTION 4 PROCESS FOR DEVELOPING RECOMMENDATIONS 4. PROCESS FOR DEVELOPING RECOMMENDATIONS The study team developed needs, objectives, and screening criteria that align with FDOT, PAT, and public desires for the US 1 corridor. These became the basis for evaluating strategies and determining if strategies respond to the needs and opportunities in the corridor. The overall activity concluded that the purpose of transportation investments in the US 1 corridor should be to improve travel efficiency, connectivity, access, and safety for all forms of travel within and connecting to US 1 from Kendall SW/Drive 88th Street to I-95. Further details can be found on the study website under Documents and Publications.

A. NEEDS AND Fgurei 19 PROJECT NEEDS OBJECTIVES NEED Based on the issues and opportunities gleaned REDUCE THE from the existing and future conditions analysis and public input, the study team and EFFECTS OF PAT developed a set of project needs and DAILY TRAFFIC objectives. These needs and objectives formed CONGESTION the framework for measuring the effectiveness of potential strategies. Screening criteria developed in subsequent steps of strategy evaluation were tied to each of the project’s NEED needs and objectives. Figure 19 presents the REDUCE AUTO project needs developed with the PAT. CRASHES A fifth need was also identified by the study team - Encourage new development and redevelopment that attains a higher percentage of walk, transit and bicycle NEED trip-making. However, given FDOT has limited (if any) control over development, INCREASE recommendations were not developed as part SAFETY AND of this study for this particular need. The study CONVENIENCE team shared this need with PAT members who FOR PEDESTRIANS are involved with development activities. & BICYCLISTS

NEED IMPROVE ACCESS TO METRORAIL, METROBUS AND CORRIDOR DESTINATIONS BY ALL MODES

WWW.FDOTMIAMIDADE.COM/US1SOUTH 35 TIER 1 B. SCREENING Tier 1 strategies were comprised of all identified PROCESS strategies that meet the needs and objectives. Throughout the strategy development process, Tier 1 evaluation measures were developed, and the study team applied a process-driven, all strategies were rated High, Medium or Low context-sensitive approach that considered based on the expected impact that strategy the four needs of the study area. Potential had on addressing the identified need. These strategies were developed for each need. The ratings also took into account feasibility from following strategies were considered but were a cost and implementation perspective. For not limited to: strategies where the number of “Low” ratings outweighed the “High” and “Medium” ratings, 1. Strategies that provide additional capacity the strategy did not advance into Tier 2. to address operational deficiencies 2. Strategies to reduce single occupant vehicle TIER 2 usage From the screened list of Tier I strategies, Tier II feasible strategies – those rating mostly 3. Strategies to increase transit usage (within “High” and “Medium” in the Tier I screening FDOTs purview) exercise – were extracted. These Tier II feasible 4. Traffic operations techniques strategies were compiled and utilized as a targeted toolbox for application on the corridor. 5. Transportation Demand Management (TDM) The study team assessed which strategies measures or trip reduction techniques were appropriate to apply to certain areas of the corridor using data, technical analysis, 6. Pedestrian and bicycle facilities and industry standards. Once the evaluation 7. Strategies to address safety deficiencies was completed, strategies were packaged into specific project type groups (e.g., safety 8. Strategies for future land use patterns to projects, capacity projects, etc.) for ease of encourage transit usage and reduce single programming into the FDOT Work Program. occupant vehicle usage

To identify strategies that would have the highest likelihood of success, the strategies were vetted through a “Tiered” screening process shown in Figure 20.

Fgurei 20 TIERED SCREENING

Develop long list of strategies & identify Tier 1 feasibility

Focus on strategies that are most likely to meet the specific needs of US 1

Tier 2 Identify which locations need which strategies

Package strategies for implementation

36 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SECTION 5 PROPOSED MULTIMODAL STRATEGIES

WWW.FDOTMIAMIDADE.COM/US1SOUTH 37 5. PROPOSED MULTIMODAL STRATEGIES This section describes outcomes from the Tier 1 and Tier 2 screenings. The team aimed to advance strategies that met the project’s needs and objectives, are feasible, and supported by the stakeholders/public. For further information, visit the study website’s Documentation and Publications page.

overlap occurring. As described in the previous A. TIER 1 SCREENING section of this report, a strategy’s effectiveness against a need was qualitatively assigned a RESULTS “High,” “Medium,” or “Low” grading. Table 2 A comprehensive list of multimodal strategies through Table 5 summarizes the strategies was developed and evaluated for potential recommended to not move forward as well as applicability to the existing and future needs those recommended to move forward into Tier of the US 1 corridor and study area. The 2. For Needs #2 and #4, all strategies advanced strategies were categorized by need with some to Tier 2.

Tblea 2 NEED #1: REDUCE EFFECTS OF DAILY TRAFFIC CONGESTION SCREENING RESULTS

STRATEGIES NOT RECOMMENDED BECAUSE:

Grade-separated Potential for high costs and major impacts; not compatible with land intersections use plans Managed lanes Would have significant negative impact on access to places of NOT employment and commercial properties; has high costs and significant property impacts ADVANCED Reversible lanes TO TIER 2 Reversible lanes are not an effective strategy because the peak- period directional traffic flow does not warrant this type of treatment Boulevard concept Potential for high costs and major impacts to access; decreases the along Ponce de comfort and ability for pedestrians and cyclists to cross US 1; would Leon section likely reduce delay at some intersections but would significantly increase delay at the endpoints

STRATEGIES

Reduce Single Occupancy Vehicle (SOV) trips via carpooling, biking, walking, transit ADVANCED Consolidate/reduce access points TO TIER 2 Increase signal efficiency by reducing the frequency at which motorists can make left and right turn movements Implement Adaptive Traffic Signal Controls (ATSC)

38 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 Tblea 3 NEED #2: REDUCE AUTO CRASHES SCREENING RESULTS

STRATEGIES

Improve existing lighting Change signal phasing from permissive left-turn phasing to protected-only left-turn phasing Implement innovative intersections (per FDOTs recent Intersection Control Evaluation policy) ADVANCED Change median opening types along US 1 TO TIER 2 Provide business access from side streets (instead of US 1) and create shared access points Resurface, Restore and Rehabilitate (RRR) roadway Refurbish pavement markings and striping; revise stop-bar angles to reduce/eliminate skews (and increase visibility) Improve signal visibility

Tblea 4 NEED #3: INCREASE SAFETY & CONVENIENCE FOR PEDESTRIANS & BICYCLISTS SCREENING RESULTS

STRATEGIES NOT RECOMMENDED BECAUSE:

Rectangular Rapid Unlikely compliance due to limited use and impact on 6 lane Flashing Beacon (RRFB) NOT roadways ADVANCED Pedestrian Hybrid Beacon TO TIER 2 Unlikely compliance due to limited use and impact on 6 lane (HAWK) roadways Increase personal safety Existing camera systems are not operated by FDOT. Strategy through security cameras will be shared with partners.

STRATEGIES

Provide pedestrian/bicyclist overpasses across US-1 Adjust signal timing to meet single-stage crossing timing requirements (per the Manual on Uniform Traffic Control Devices) Provide refuge islands within crosswalks/crossing zones Provide additional/enhanced streetscapes Change intersection geometry to shorten travel pathways for pedestrians and cyclists Remove channelized free-flow right-turn lanes along US 1 or add intersection control where skews require channelization ADVANCED Create a lower progression speed for the off-peak period through signal timing TO TIER 2 adjustments Install high visibility crosswalks and signage Create parallel walking and biking routes on the eastern side of US 1 Create a shared-use path (10’ minimum) adjacent to the eastside of US 1 Consider on-street bicycle facilities Provide frequent pedestrian connections across US 1 (1/4-mile spacings ideal but minimum at priority locations such as Metrorail stations; University of Miami/schools; major shopping and employment destinations; hospitals; and areas with high bus transfers)

WWW.FDOTMIAMIDADE.COM/US1SOUTH 39 Provide frequent bicyclist-focused connections across US 1 to the M-Path/The Underline (i.e., green paint markings within conflict areas, appropriate signage and markings such as bike boxes on side streets) Create multimodal connections to the local street network to support access to the M-Path/The Underline Consider a greater connected system of protected bike lanes on local and FDOT cross streets Eliminate right-turn-on-red (RTOR) movements Program leading pedestrian/bicycle intervals (LPI/LBI) ADVANCED TO TIER 2 Remove permissive left-turn phasing Install pedestrian countdown signals Install full signals Install pedestrian in-ground lighting at crossings Install a pedestrian- and cyclist-scale wayfinding system Provide quality bike storage/parking at Metrorail stations, etc. Expand bikeshare locations

Tblea 5 NEED #4: IMPROVE ACCESS TO METRORAIL, METROBUS & DESTINATIONS BY ALL MODES SCREENING RESULTS

STRATEGIES

Implement Need #3 pedestrian and bicyclist safety and convenience related strategies at intersections adjacent to Metrorail stations Similar to Need # 3 strategies, add wayfinding for all modes along corridor providing directions to Metrorail stations and daily destinations Similar to Need #3 strategies, increase the number of pedestrian access points between Metrorail and adjacent destinations along US 1 between stations Install Smart Parking technology management systems (space reservation, tracking, fare collection) Install Advanced Parking signage to maximize use of off-site parking Create and manage parking pricing structure that incentivizes mode shift Develop policy to structure parking at 70% full as part of Transit Oriented Development ADVANCED (TOD) with off-peak sharing of parking supply TO TIER 2 Support expansion of local circulators to major destinations Increase bike parking at Metrorail stations Improve connectivity to regional trails that are adjacent and/or run parallel to the corridor Add lighting along the M-Path/The Underline between Metrorail stations Consider complete streets/network treatments on local roads adjacent to and connecting to Metrorail stations Add bikeshare stations to all Metrorail stations in combination with an expanded and marked bicycle network Provide seating and shade at bus zones within all Metrorail stations Provide bus passenger load zones/stations on PM Peak transfers from Metrorail to buses Provide transit preferential treatments for local buses to access Metrorail

40 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 B. TIER 2 Fgurei 21 TIER 2 STRATEGY FAMILIES SCREENING RESULTS SIGNALIZATION The list of strategies recommended to & LIGHTING move forward from Tier 1 to Tier 2 are predominantly intersection-focused, and do MODIFICATIONS not lend themselves towards a large-scale, corridor-wide set of alternatives. Rather than packaging strategies into unique standalone, alternatives for further evaluation, the study team packaged the strategies into ‘strategy families’ that were applied, where appropriate, throughout the corridor. The Tier 2 strategy SIGNING AND families are outlined in Figure 21. STRIPING The study team assessed each strategy’s MODIFICATIONS geographic applicability based on the needs and previously completed data and analysis. Once geographic applicability was determined, the study team assessed the strategy impacts – both positive and negative across modes – from a safety, mobility, functionality/design and cost perspective. BICYCLE/ The study team identified over 300 locations where various strategies are recommended. PEDESTRIAN Figure 22 and Table 6 summarize the different TREATMENTS components identified per strategy as well as the different ‘packages’ the strategies were organized by to maximize ease of future phases and implementation. ALL OTHER (PREDOMINANTLY TRANSIT ACCESS FOCUSED TREATMENTS)

ACCOUNTING FOR OVERLAP IN SOME OF THE STRATEGY PACKAGES, A TOTAL OF APPROXIMATELY $41,295,000 OF STRATEGIES WERE IDENTIFIED.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 41 Fgurei 22 LIST OF FEATURES IDENTIFIED PER STRATEGY

›› Municipality

›› Intersection Location/Segment Limits ›› Eligibility to integrate with programmed ›› Intersection Control Type projects

›› Associated Project Need ›› Applicable Strategy Package(s)

›› Strategy Family (or group) ›› Planning-level Costs ›› Context Classification

›› Project Owner

Tblea 6 SUMMARY OF STRATEGY PACKAGES

NUMBER OF OVERALL CAPITAL STRATEGY PACKAGES IMPROVEMENTS COST*

1. Safety 169 $5,112,640

2. Signals/operational 96 $5,781,870

3. Reconstruction/new construction 95 $546,750

4. Signing and striping 96 $8,926,030

5. Maintenance 45 $2,444,490

6. RRR 30 $2,516,820

7. Transit/Park & Ride 20 $28,534,810

8. ADA 22 $77,890

9. Education / Enforcement 4 $7,600

10. Private Funding 1 Unknown

* Planning-level costs were developed using FDOT pay item cost estimates where available. Other planning-level sources were used when FDOT pay item cost estimates were not available. Some strategies fit multiple categories (i.e., one strategy may be quantified as both a safety strategy and a signals/operational strategy)

42 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 The following additional figures (Table 7 and Table 8) summarize the 300+ strategies from both a geographic standpoint and context classification standpoint.

Tblea 7 SUMMARY OF STRATEGY PACKAGES BY MUNICIPALITY Municipality

Unincorporated Corridor Wide Strategy Type Pinecrest South Miami Coral Gables Miami MDC Strategies

Total Strategies 17 45 109 92 34 18

Safety 6 22 60 55 19 8

Signals/ Operations 3 15 28 31 13 7 Signing and Striping 4 13 43 24 9 2 Reconstruction/ New Construction 5 14 37 31 9 2

RRR 0 3 16 7 0 4

Maintenance 5 9 7 20 4 0

Transit/ Park & Ride 3 4 2 4 2 5

ADA 1 3 10 5 1 2

Education / Enforcement 0 2 0 0 1 1

Private Funding 0 0 0 0 0 1

Some strategies fit multiple categories (i.e., one strategy may be quantified as both a safety strategy and a signals/operational strategy)

Tblea 8 SUMMARY OF STRATEGY PACKAGES BY CONTEXT CLASSIFICATION SEGMENTS Context Classification

Strategy Type C5 - Urban Center C4 - Urban General Corridor Wide Strategies

Length (mi) 3.4 4.1 7.5 Safety 91 70 8 Signals/Operations 55 34 7 Signing and Striping 53 40 2 Reconstruction/ New Construction 55 39 2 RRR 11 15 4 Maintenance 29 16 0 Transit/ Park & Ride 13 2 5 ADA 12 8 2 Education / Enforcement 3 0 1 Private Funding 0 0 1 Some strategies fit multiple categories (i.e., one strategy may be quantified as both a safety strategy and a signals/operational strategy)

WWW.FDOTMIAMIDADE.COM/US1SOUTH 43 COMMUNITY AND STAKEHOLDER In conclusion, the US 1 study recommendations INPUT seek to create a better balance in serving all From a public’s perspective, the following users of the corridor and to further advance summarizes the second phase of outreach that and support the world-class transportation assessed if people would find the strategies system the region is wholeheartedly trying to helpful to their travels. advance and implement.

44 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SECTION 6 TRAFFIC ANALYSIS AND IMPACTS 6. TRAFFIC ANALYSIS AND IMPACTS The objective of the Traffic Analysis and Impacts task was to document and quantify multimodal traffic conditions along US 1 – with and without the addition of the identified strategies. The methodology, assumptions and results are described in greater detail on the website’s Documents and Publications page.

A. STUDY TIME NORTHBOUND US 1 APPROACHING LE JEUNE ROAD PERIODS The study team analyzed three time periods under AM and PM peak periods: Existing Year 2016 and Future Years 2020 and 2040 (with and without the proposed strategies). B. ROADWAY AM PEAK PERIOD CHARACTERISTICS NORTHBOUND US 1 SOUTH OF RED ROAD The following was assumed for the operational analysis of US 1:

›› US 1 is a six-lane divided urban arterial.

›› US 1 runs in the northeast-southwest direction.

›› There are 42 signalized study intersections AM PEAK PERIOD along US 1 within the original study limits, 27 within the truncated study limits. SOUTHBOUND US 1 AT RED ROAD ›› The posted speed along this segment of US 1 is 45 mph.

The study area also includes Ponce de Leon Boulevard, a parallel facility adjacent to US 1.

›› Ponce de Leon Boulevard is a four-lane urban divided roadway from Red Road to Le Jeune Road and a two-lane undivided PM PEAK PERIOD urban roadway between Le Jeune Road and Ponce de Leon Boulevard/Greco Avenue/Ruiz Avenue. SOUTHBOUND US 1 AT SW 27 AVENUE

›› Ponce de Leon Boulevard is classified as a collector between Granada Boulevard and Ponce de Leon Boulevard/Greco Avenue/ Ruiz Avenue.

›› The posted speed along Ponce de Leon Boulevard is 35 mph. There are five signalized study intersections along Ponce PM PEAK PERIOD de Leon Boulevard.

46 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 area and list of intersections was reduced C. STUDY when the study limits changed from SR 94/ SW 88 Street/Kendall Drive to I-95. During the INTERSECTIONS conceptual strategy development phase of the Study intersections were first identified and study, a series of multimodal improvements analyzed under existing conditions for the were identified at the following 29 signalized original corridor study limits from SW 152nd intersections and 26 stop-controlled. Street/Coral Reef Drive to I-95. That study

US 1 SIGNALIZED US 1 UNSIGNALIZED INTERSECTIONS INTERSECTIONS 1. SR 94/SW 88 Street/Kendall Drive A. SW 63 Avenue 2. SW 70 Avenue B. Yumuri Street 3. SW 68 Court C. Orduna Court 4. SW 84 Street D. Florida Avenue 5. SR 878/Snapper Creek Expressway E. Madruga Court 6. SW 67 Avenue/Ludlam Road F. Santona Street 7. SW 80 Street G. Turin Street 8. SW 62 Avenue H. Orduna Drive/ Miller Road 9. SW 73 Street I. Rosaro Avenue 10. SR 986/SW 72 Street/Sunset Drive J. Mundy Street 11. SW 70 Street K. Plaza Street 12. SW 5700 Block L. W Trade Avenue 13. SR 959/SW 57 Avenue/Red Road M. Virginia Street 14. S Alhambra Circle N. SW 28 Terrace 15. Stanford Drive/Augusto Street O. SW 24 Avenue/Calusa Street 16. Granada Boulevard P. SW 23 Avenue 17. Riviera Drive Q. SW 19 Avenue 18. SR 953/SW 42 Avenue/Le Jeune Road 19. Grand Avenue OFF OF US 1 UNSIGNALIZED 20. Oak Avenue/Ponce de Leon Boulevard INTERSECTIONS 21. SW 37 Avenue/S Douglas Road R. SW 80 Street and SW 64 Avenue 22. SR 976/SW 40 Street/Bird Road S. SW 62 Avenue and SW 78 Street 23. SW 32 Avenue/McDonald Street T. Yumuri Street and Madruga Avenue 24. SR 9/SW 27 Avenue U. Madruga Avenue and Madruga Court 25. SW 22 Avenue V. Menendez Avenue and Rosaro Avenue 26. SW 17 Avenue W. SW 42 Avenue/ Le Jeune Road and Rosaro 27. SW 16 Avenue Avenue X. Oak Avenue and SW 37 Avenue/S Douglas Road OFF OF US 1 SIGNALIZED Y. SW 32 Avenue/McDonald Street and W INTERSECTIONS Trade Avenue 28. SW 62 Avenue and SW 73 Street Z. SW 27 Avenue and SW 28 Terrace 29. SW 62 Avenue and SR 986/SW 72 Street/ Figure 23 shows the various intersections Sunset Drive analyzed.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 47 Fgurei 23 INTERSECTIONS ANALYZED

22 K J 21 X

20

D 27 19

26 18 W I V

Q 17 H

25 O P 16 O

15 24 G Z

N M 14

23 F Y E U L B T

48 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 13 12 11

10 9 29 28 8 S

A

R 7

6

5 4

3 2

1

indicates an intersection the study team recommended one or more strategie

indicates an intersection that was indirectly impacted by proposed strategies up or Legend downstream reference locations where strategies were recommended but ultimately removed from the list of recommendations due to significant adverse.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 49 D. TRAFFIC EVALUATION TOOLS AND APPROACH: ANALYSIS ›› Limitations in the 2010 Highway Capacity Manual (HCM) methodology prevented METHODOLOGY its application at several signalized The study team applied the following intersections; therefore, in order to maintain methodology for assessing traffic impacts consistency throughout the corridor, along US 1 using Synchro 8 software. HCM 2000 methodologies were used to determine the current LOS at the signalized DATA TYPES COLLECTED: intersections. ›› 72-hour Average Daily Traffic (ADT) traffic ›› HCM 2010 methodologies for Two-Way counts Stop-controlled Intersections and All- ›› Turning movement counts (obtained peak Way Stop-controlled Intersections were hour factors and heavy vehicle percentages employed for the unsignalized intersections. as well) ›› The initial calibration effort used field ›› Pedestrian & bicycle counts observations and congestion heat maps generated from the Regional Integrated ›› Bluetooth data Transportation Information System (RITIS). However, since the alternatives involve ›› Travel time and delay intersection specific improvements, additional calibration was performed ›› Transit alignment, station locations and headways and queue data was required to verify the corridor-level saturation flow rate ›› Signal timing data obtained from Miami- adjustments originally applied. Based on Dade County (pre and post implementation the results of the calibration, the saturation of the Advanced Traffic Management flow rate and the critical gap parameters System (ATMS)) were adjusted to reflect the urban driving behavior and congestion observed along the ›› Intersection configuration, lane widths, corridor. and posted speed limit obtained from field reviews and 2016 aerials ›› FDOT’s LOSPLAN software, ARTPLAN module, was used to evaluate the existing bicycle and pedestrian LOS along the MULTIMODAL corridor in the peak direction during the AM PERFORMANCE MEASURES and PM peak hour. ARTPLAN performs LOS analyses for motorized and non-motorized EVALUATED modes of travel on arterial streets. The following list summarizes the performance measures evaluated by the study team. • Although useful for obtaining multi- modal level of service at a planning level, › Automobile level of service (LOS), delay, › ARTPLAN has limitations when evaluating volume over capacity (v/c) ratio, and queue more complex traffic operations, such as lengths those occurring along US 1. Therefore, ›› Percentage sidewalk coverage and ARTPLAN was used primarily for reporting percentage bike lane/shoulder coverage pedestrian and bicycle LOS, while automobile operational performance was ›› Multimodal LOS (pedestrian, bicycle, and analyzed and reported using Synchro and transit LOS) transit services were assessed using the Transit Capacity and Quality of Service Manual (TCQSM), Third Edition Multimodal Transit LOS spreadsheet.

50 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 ›› US 1 Corridor-wide – updated signal timings E. BASELINE based on recent retiming performed by Miami-Dade County DTPW. Specifically, at AND FUTURE the end of July 2018, the County activated adaptive traffic signals along US 1 within CONDITIONS the study limits. In addition to converting to Multimodal travel conditions were evaluated for adaptive technology, the retiming included multiple scenarios. updating the yellow and all-red (Y+AR) ›› Existing Baseline Scenario = Existing 2016 clearance interval time and pedestrian Walk conditions and Flashing Don’t Walk (FDW) intervals.

›› Future Baseline (No-Build) Scenario = 2020 The future baseline scenario also includes and 2040 conditions assuming already the following roadway improvements being programmed projects or projects under constructed under the current US 1 Resurfacing, construction/been constructed since 2016 Restoration, and Rehabilitation (RRR) projects from Riviera Drive to SW 27 Avenue and SW 27 ›› Future (Build) Scenario = 2020 and 2040 Avenue to I-95 (FM 433455-3/4-52-01): conditions assuming already programmed projects or projects under construction/ ›› US 1 and Grand Avenue – addition of a been constructed since 2016 PLUS the study crosswalk on the southwest leg of US 1 team’s recommendations ›› US 1 and SW 37 Avenue/Douglas Road – addition of a crosswalk on the northeast leg FUTURE BASELINE (NO- of US 1 BUILD) SCENARIO ›› US 1 and SW 32 Avenue/McDonald Street – The future baseline scenario assumes the addition of a crosswalk on the southwest leg study intersections will maintain the current of US 1 (2016) lane configurations, except for a few of them, which have already undergone ›› US 1 and SW 24 Street/Calusa Street – minor construction modifications since 2016. construct directional median island to Consequently, the following intersection restrict the southbound and northbound modifications were included in the future through and left turn movements from SW baseline scenario: 24 Avenue/Calusa Street to US 1.

›› US 1 and SW 27 Avenue – addition of a The RRR construction is expected to begin crosswalk on the northeast leg of US 1 August 2019. ›› US 1 and Granada Boulevard – addition of an PERFORMANCE RESULTS exclusive southwest bound right-turn lane The volume at several approaches along US on US 1, extension of the existing southwest 1 is metered by the upstream signal, which and northeast bound left-turn lanes on US 1 is indicative of the oversaturated conditions along the corridor. In many cases the 95th ›› US 1 Stanford Drive/Augusto Street percentile volume was reported to exceed the extension of the existing southwest and available capacity. Under these constrained northeast bound left-turn lanes on US 1 operating conditions, extensive queues occur ›› US 1 and S Alhambra Circle - extension of along the peak travel direction of US 1, with the existing northeast bound left-turn lane 95th percentile queues greater than 1,000 feet on US 1 reported at more than half of the intersections. Table 9 summarizes the intersection ›› US 1 and SR 959/SW 57 Avenue/Red Road – performance results for the 2040 conditions. addition of a crosswalk on the northeast leg of US 1

WWW.FDOTMIAMIDADE.COM/US1SOUTH 51 Tblea 9 2040 FUTURE BASELINE (NO-BUILD) SCENARIO INTERSECTION CONDITIONS SUMMARY NUMBER OF INTERSECTIONS PEAK (PERCENTAGE OF ALL INTERSECTIONS) PERIOD At Capacity or Better 1 Over Capacity 2

All US 1 AM 6 (17%) 30 (83%) Intersections PM 7 (19%) 29 (81%)

US 1 Signalized AM 4 (11%) 22 (61%) Intersections PM 7 (19%) 19 (53%) US 1 AM 2 (6%) 8 (22%) Unsignalized Intersections 3 PM 0 (0%) 10 (28%) 1 In a traditional level of service analysis, this condition is given a letter grade of A, B, C, D or E 2 In a traditional LOS analysis, this condition is given a letter grade of F 3 The worst approach was used to determine LOS at unsignalized intersections

to determine if the turning volume could FUTURE (BUILD) SCENARIO be reasonably rerouted without causing During the Tier 1 concept development process, a significant impact to operations at potential strategies were developed to address adjacent intersections. For the purposes the needs identified for the US 1 corridor during of analyzing the Build strategies, it was the existing conditions evaluation. Strategies assumed the right-turn volume could be recommended for advancement to Tier 2 rerouted if the existing traffic count was included a series of multimodal improvements, less than 100 vehicles. some of which are expected to impact traffic operations along US 1, as well as some ›› Modified Signal Phasing/Timings neighboring intersections. The strategies listed below were considered in the first round of • Signal phasing and timing modifications operational analysis: involved changing left turns to ‘protected only’ phasing; adding a pedestrian only ›› New Signalized Intersections phase; adding a leading pedestrian interval (LPI); updating the Y+AR to be ›› Right- or Left-turn Restrictions; Removal of in accordance with the Standardization Channelized Right Turns; Removal of Turn of Yellow Change and Red Clearance Lanes Intervals for Signalized Intersections • To account for right- and left-turn published in FDOT’s Traffic Engineering restrictions and removal of turn Manual, and modifying the Y+AR, lanes, traffic volumes were rerouted FDW, and Walk intervals for proposed accordingly. Locations identified for crosswalks. potential removal of the channelized › Alternative Intersections right turn were evaluated further by › reviewing the existing traffic count data ›› New Crosswalks

52 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 The previously listed strategies are not will be created for travelers along US necessarily mutually exclusive; therefore, 1. In accordance with Federal Highway proposed improvements include one or several Administration’s (FHWA’s) Manual on of them depending on the specific location. Uniform Traffic Control Devices (MUTCD), a signal warrant study will be required to PERFORMANCE RESULTS determine if the implementation of a new Table 10 and Figure 24 summarizes the traffic signal is acceptable. intersection performance results. Several observations were made by the study team: ›› Intersections with additional crosswalks, signal timing modifications, and removal ›› Improvements that include only addition of of channelized turn curves had increased pedestrian facility and signal timing changes delay primarily due to the reallocation of generally yield an increase in vehicular delay green time for longer clearance times and resulting from the reduction of green time to protected left-turn movements. allow longer clearance times and protected movements. Although the improvements ›› Intersections with geometric improvements are expected to have an adverse impact consisting of median closures, elimination on vehicular operations, this may be offset of turn lanes, and turn prohibitions at by the safety benefits provided by the unsignalized intersections, in general: additional crosswalks, protected left-turn • The delay on the minor movements at the movements, and extended clearance times US 1 study intersections is expected to (for vehicles and pedestrians). A significant decrease with the proposed improvements amount of the vehicular delay experienced in place, and the impact of rerouted traffic on US 1 is related to crashes/incidents. The is expected to be minimal. deletion of permissive left turns across US 1 can reduce vehicular delay by improving • Although some impacted intersections safety. do report notable increases in delay, this worsening in operations is most likely ›› Proposed signalization of stop-controlled due to the other improvements proposed intersections will reduce the delay at the intersections (e.g., signal timing experienced on some of the minor (stop- modification, etc.) rather than due to the controlled) movements; however, it additional volume being rerouted through should be noted that additional delay them.

Tblea 10 2040 FUTURE (BUILD) SCENARIO INTERSECTION CONDITIONS SUMMARY NUMBER OF INTERSECTIONS (PERCENTAGE OF ALL PEAK INTERSECTIONS) PERIOD At Capacity or Better 1 Over Capacity 2 AM 5 (14%) 31 (86%) All Intersections PM 10 (28%) 26 (72%)

US 1 Signalized AM 3 (8%) 29 (81%) Intersections PM 8 (22%) 24 (67%) US 1 AM 2 (6%) 2 (6%) Unsignalized Intersections 3 PM 2 (6%) 2 (6%)

1 In a traditional level of service analysis, this condition is given a letter grade of A, B, C, D or E 2 In a traditional LOS analysis, this condition is given a letter grade of F 3 The worst approach was used to determine LOS

WWW.FDOTMIAMIDADE.COM/US1SOUTH 53 Fgurei 24 TRAFFIC OPERATIONS PERFORMANCE RESULTS

PM PEAK-HOUR SIGNALIZED INTERSECTION PERFORMANCE WITH THE PROPOSED IMPROVEMENTS (2040 BUILD SCENARIO)

F. STRATEGY ADJUSTMENT RECOMMENDATIONS Many of the strategies evaluated have minimal (5% or less degradation) impact to automobile travel conditions along US 1. However, several intersection strategies were removed from the set of final recommendations given the related impacts associated with the proposed improvements. The final list of recommended strategies is in Section 8 and the Appendices of this report.

54 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 SECTION 7 ALIGNMENT WITH CURRENT EFFORTS 7. ALIGNMENT WITH CURRENT EFFORTS Three major ongoing efforts were integrated into the US 1 Study planning process.

Mid-study, the project team recognized the A. RESURFACING, opportunity to coordinate with these RRR projects to implement some of the strategies RESTORATION, AND being recommended. Coordinating across project teams, 48 recommendations were REHABILITATION incorporated into the RRR final design plans. (RRR) PROJECTS Figure 25 summarizes the various strategy Parallel with the development of this planning recommendations. Appendix 1 provides a study, design plans for two RRR projects along detailed list of the strategies incorporated US 1 were being developed by FDOT. The into the RRR final design. These projects are project limits for the two RRR projects are: programmed for completion by 2020.

›› SR 5/US 1 from Riviera Drive to SR 9/SW 27 In addition to the programmed RRR projects Avenue (FM No. 433455-3-52-01 & 433455- north of Riviera Drive, FDOT has identified 3-52-02) the SR 5/US 1 segment from north of SW 80 Street to south of Riviera Drive as a candidate ›› SR 5/U 1 from east of SR 9/SW 27 Avenue location for the next cycle of RRR projects. The to SR 9A/I-95 (FM No. 433455-4-52-01). study team identified this project as a potential avenue for implementating the remaining recommendations along the detailed limits.

Fgurei 25 BREAKDOWN OF STRATEGIES INCORPORATED INTO RRR PROJECTS

SIGNING AND STRIPING 67% 48 IMPROVEMENTS ADA INTEGRATED WITH PROGRAMMED RRRS 13% RECONSTRUCTION / NEW CONSTRUCTION 8% 39 IMPROVEMENTS WITHIN CITY OF MIAMI SIGNALS / OPERATIONS 8% 9 IMPROVEMENTS WITHIN CITY MAINTENANCE 4% OF CORAL GABLES

56 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 growing financial district, and on the south end B. THE UNDERLINE by Dadeland South Metrorail Station serving The Underline will transform the land below one of the country’s highest grossing malls. Miami’s Metrorail from Brickell to Dadeland into The Underline will encourage residents to walk, a 10-mile linear neighborhood park, urban trail, bike, and take mass transit as an alternative to and living art destination. Inspired by Miami’s driving making us a healthier, greener, more native vegetation and connected to mass mobile, connected and sustainable community. transit, The Underline will serve as a gateway to numerous communities and connect people to place. Well-positioned in the region, The Underline is anchored on the north end at the Miami River near Brickell Avenue, Miami’s

NOW AFTER

Source: www.theunderline.org/ Source: www.theunderline.org/

The foundation of The Underline includes the ›› Have recreational amenities urban trail, neighborhood smart park, and public art. The masterplan was based on these ›› Improve intersections to improve safety goals: conditions and connectivity

›› Create a multimodal corridor encouraging all ›› Connect to the larger trail network modes of transportation ›› Develop guidelines for transit-oriented ›› Establish a green corridor based on native development vegetation ›› Use The Underline as a platform for public ›› Provide nodes for programming art

TO LEARN MORE VISIT THE UNDERLINE WEBSITE AT WWW.THEUNDERLINE.ORG/

WWW.FDOTMIAMIDADE.COM/US1SOUTH 57 ELEMENTS AND RECOMMENDATIONS IDENTIFIED IN THE UNDERLINE MASTERPLAN

TRANSFORM MIAMI The Underline envisions a unique and sustainable corridor that supports mobility, community, recreation, and supports innovation in public spaces, transportation, planning, and redevelopment. Inspired by South Florida and the Miami region, The Underline will become: an alternative mode of transportation; a significant social and civic backbone for the area; a linear experience of inviting spaces that foster connectivity and Source: www.theunderline.org/ engagement, enhance value, improve social exchange, and promote a healthier lifestyle.

URBAN TRAIL The Underline is a transportation solution offering walking, biking and access to transit as an alternative to driving. As a continuous multimodal corridor, The Underline will be the primary bicycle and pedestrian connection from southern neighborhoods and cities to downtown Miami and other destinations and serve as a critical spine in a regional network of existing and proposed trails.

Source: www.theunderline.org/

LINEAR PARK In addition to being an urban trail and multimodal corridor, The Underline will be a 10-mile linear, neighborhood park. With a generous width ranging from 70 to 140 feet, the greenway will be influenced by the overhead structure of the Metrorail, the unique nearby neighborhoods, the large amount of adjacent land, native vegetation, and its relationship with existing institutions, destinations, parks, canals, and the Miami River. Source: www.theunderline.org/

58 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 LIVING ART DESTINATION Art along the corridor will be both temporary and permanent with the purpose of exciting civic engagement and connecting people with place. In collaboration with Miami-Dade County Art in Public Places, The Underline will be a destination outdoor art gallery that attracts residents and visitors alike and complements the thriving art scene throughout Miami.

Source: www.theunderline.org/

CONNECT COMMUNITIES AND TRAILS The Underline will serve as a gateway to adjacent communities, by improving physical access from north to south, as well as across US-1 / South Dixie Highway. It will build on the unique identities of each adjoining neighborhood by providing distinctive places and programming relevant to each community. The Underline will be a spine to a future network of greenways throughout Miami Dade Source: www.theunderline.org/ County and creates the 20+ “Miami Loop” with connections to Ludlam Trail, Miami River Greenway, and Rickenbacker Causeway (Plan Z).

SAFE CROSSINGS The Underline Masterplan proposes widening crossings to 18’ (the combined width of the 2 paths), painting intersections green, flashing beacons to alert drivers, offsetting crossings from US1, and no right hand turn on red off US1.

Source: www.theunderline.org/

WWW.FDOTMIAMIDADE.COM/US1SOUTH 59 PHASING AND INTEGRATION Underline and/or updated to reflect the The Underline is currently planned in eight latest happenings with The Underline team’s phases as shown in Figure 26. Given the recommendations. The Underline study strategies recommended as part of this team was a member of this study’s PAT; is planning study strive to create a safer, more coordination can continue to occur as projects connected pedestrian and bicycling network, associated with the Underline and US 1 advance. the study team recommends that they are integrated into the various phases of the

Fgurei 26 THE UNDERLINE PROJECT PHASING

Source: www.theunderline.org/

60 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 PHASE 1 PHASE 4 BRICKELL BACKYARD (MIAMI RIVER TO SW 13TH MIAMI (SW 23RD AVENUE TO 37TH AVENUE) STREET) Length: 0.92 miles Length: 0.5 miles Progress: TBD Progress: Construction begins late 2018 Total Cost: $14 million Total Project Cost: $16,524,258 (total construction Funding: CONSTRUCTION UNFUNDED cost $14,255,556) Targeted Construction Timeframe: TBD Funding: CONSTRUCTION FUNDING $7,688,760 Miami-Dade County PHASE 5 CORAL GABLES (SW 37TH AVENUE TO SW 42ND $1,944,000 FDOT TAP Grant AVENUE) $2,000,000 State of Florida Length: 0.66 miles $4,871,690 City of Miami Progress: TBD $19,808 FDOT Total Cost: $6 million

Targeted Construction Timeframe: December 10, Funding: SEGMENTS TO BE BUILT BY 2018 - June, 2020 DEVELOPMENTS AT DOUGLAS STATION, THE COLLECTION, GABLES STATION Construction Phases: There will be 6 construction Targeted Construction Timeframe: TBD sections along the 1/2 mile span. Section 1 Miami River to SW 7th St; Section 2 SW 7th to 8th St; PHASE 6 Section 3 SW 8th to 10th St; Section 4 SW 10th to CORAL GABLES (SW 42ND AVENUE TO SW 57TH SW 11th St; Section 5 SW 11th to SW 13th St; Section AVENUE) 6 road resurfacing and new signalization at SW 7th, Length: 1.98 miles 8th and 13th streets. Sections will be sequentially fenced from Section 1 to 5. Once an area is fenced, Progress: TBD the fencing will remain in place until construction Total Cost: $26.5 million completion. Funding: CONSTRUCTION UNFUNDED PHASE 2 MIAMI (SW 13TH STREET TO SW 19TH AVENUE) Targeted Construction Timeframe: 4th Q 2018 - 2nd Q 2020 Length: 2.14 miles Progress: Pre-Design Planning PHASE 7 SOUTH MIAMI (SW 57TH AVENUE TO SW 65TH Total Cost: $18 million AVENUE) Funding: CONSTRUCTION FUNDED Length: 1.14 miles $8,578,770, State of Florida Progress: TBD $8,000,000, Miami-Dade County Total Cost: $15 million $1,747,209, City of Miami Funding: CONSTRUCTION UNFUNDED Targeted Construction Timeframe: TBD Targeted Construction Timeframe: TBD

PHASE 3 PHASE 8 MIAMI (SW 19TH AVENUE TO SW 23RD AVENUE) MIAMI-DADE COUNTY (SW 65TH AVENUE TO Length: 0.8 miles DADELAND SOUTH) Length: 1.16 miles Progress: TBD Progress: TBD Total Cost: $8.5 million Total Cost: $17 million Funding: CONSTRUCTION UNFUNDED Funding: CONSTRUCTION UNFUNDED Targeted Construction Timeframe: TBD Targeted Construction Timeframe: TBD

Source: www.theunderline.org/

WWW.FDOTMIAMIDADE.COM/US1SOUTH 61 Buses, known as Bus Express Rapid Transit C. SMART PLAN (BERT), which will connect the SMART rapid The Strategic Miami Area Rapid Transit transit corridors on limited access facilities, (SMART) Plan is a bold infrastructure program promoting the active expansion of South of projects that will significantly improve Florida’s Express Lanes network. This innovative transportation mobility in Miami-Dade County approach effectively expands the reach of and the South Florida region. The SMART transit in Miami-Dade County and beyond. Plan will provide a world-class transit system that will promote economic growth and FUNDING job creation, as well as increase the region’ An estimated 1.7 million people live within a international competitiveness. Miami is a global 2-mile radius of the SMART Plan alignments, hub, representing not only the Gateway of representing approximately 63% of the most the America’s, but also the nations southeast populous county in Florida. In 2002, Miami- capital for international freight and cargo, as Dade voters approved a half -penny sales well as the number one passenger cruise port surtax to demonstrate a local commitment to in the world. Miami-Dade County is the most mass-transit expansion. This local commitment populous county in Florida, with 2.7 million demonstrates the desire and dedication from residents, and represents the core contingency Miami-Dade County to seek and implement of the 4th largest urban area in the nation, alternative transportation methods from all known as the Miami Urbanized Area, with levels of the community. This dedicated funding over 5.5 million people. Miami-Dade Mayor source is available to match State and Federal Carlos A. Gimenez, along with the Miami- funds for the implementation of this Plan. Dade Transportation Planning Organization (TPO) Governing Board, has declared the The Miami-Dade TPO, in coordination with advancement of the SMART Plan as the top Miami-Dade County and FDOT, have fully priority for Miami-Dade County, which is funded environmental studies for all six (6) strongly supported by public and private sector Rapid Transit corridors. In addition, the TPO has partners, residents, and other elected officials. allocated $75 Million to advance preliminary The SMART Plan represents a vision for the design and right-of-way acquisition, as well as region that is both strategic and far-reaching, $30 Million a year for a period of thirty (30) creating a system of multiple transportation years starting in Fiscal Year 2023. State and options by leveraging existing infrastructure, federal funding partnerships will be critical to and integrating technology at the highest deliver these projects. levels. The plan is comprehensive, proactive, and supports the future population and PHASING AND INTEGRATION employment growth anticipated in our region. As the South Dade Transitway and The Federal Highway Administration (FHWA) Kendall Corridor move forward towards estimates the annual cost of congestion to implementation, the US 1 study team motorists in urban areas is approximately $7 recommendations will further support billion. This represents a significant cost and and advance the region’s premium transit economic disadvantage that if not addressed, investment. The timeline for the SMART Plan will result in urban areas like Miami being left including both corridors within the US 1 study behind. area is shown in Figure 27. The SMART Plan will expand transit options in Miami-Dade County along six (6) critical corridors that are linked to regional, state, FOR THE MOST RECENT INFORMATION ON THE SMART national, and global economic markets, as PLAN, VISIT: WWW.MIAMIDADETPO.ORG/SMARTPLAN highlighted below. Another critical component of the SMART Plan is a network of Express

62 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 Fgurei 27 SMART PLAN OPENINGS AND CONSTRUCTION

LPA* SELECTION DATES SERVICE/CONSTRUCTION DATES ›› South Dade Transitway – August 2018 ›› NE Corridor – Negotiations with SFRTA, ›› North Corridor – December 2018 FECI, M-DC (completed) ›› Kendall Corridor – Summer 2019 ›› South Miami Dade Express – Summer 2019 ›› Flagler BERT – Summer 2019 ›› NW Miami-Dade Express & Station – Winter 2019 ›› East-West Corridor – Fall 2019 ›› East-West Phase I Bus Express – 2019 ›› Beach Corridor – Fall 2019 ›› South Dade Transitway Construction – 2020 *Locally Preferred Alternative (LPA) is ›› Turnpike South Express – 2020 a milestone step in the Federal Transit ›› South Beach Express South – 2020 Administration project development process. ›› SW Miami-Dade Express – 2021 ›› Miami Beach North Express – 2022

Source: www.miamidadetpo.org/smartplan ›› Miami Beach Express Central – 2022 ›› Turnpike North Express – 2023

WWW.FDOTMIAMIDADE.COM/US1SOUTH 63 All About the Smart Corridors

The SMART Corridors have advanced to the Project Development and Environmental (PD&E) Phase where the appropriate analysis will determine the specific next steps.

Beach Corridor East-West Corridor Kendall Corridor The Beach Corridor (formally known The East-West Corridor runs mostly The Kendall Corridor is an important as Bay Link) is an important connection along State Road 836 (Dolphin connection between the County’s between the mainland and Miami Expressway), which contains numerous western residential areas and Beach. It will integrate with other businesses that are critical to the employment centers, shopping areas, existing and proposed transit services local economy, including office parks, major expressways, and Metrorail on both sides of Biscayne Bay. A vital warehouses, and industrial activity. stations further to the east. Kendall link between two key economic engines, The Dolphin Expressway and other Drive is a heavily traveled roadway by a Miami International Airport (MIA) and neighboring east-west corridors, such as sizable portion of the population. As a PortMiami, this SMART Plan corridor will Flagler Street and SW 8th Street, connect result, it experiences high levels of traffic improve conditions in the area and serve directly to Downtown Miami. These are congestion. A rapid transit link along anticipated growth. some of the most heavily traveled and Kendall Drive will provide alternative Metrorail currently provides a direct congested roadways in Miami-Dade options for traveling the corridor and connection between MIA and Downtown County. A rapid transit service along connecting to other premium transit Miami. This SMART Plan corridor will this corridor will provide an important services such as Metrorail. provide the final link to destinations link between major regional, state, and The Miami-Dade TPO is planning for most frequented by millions of visitors international activity centers, such as the other infrastructure improvements each year. Additionally, this will also serve Miami Intermodal Center (MIC), MIA, and such as Park-and-Ride facilities that the surrounding entertainment and Florida International University (FIU), will supplement a rapid transit route. commercial sectors for local residents with its annual enrollment of more than These Park-and-Ride locations and and employees traveling across the Bay 50,000 students. multimodal transit terminals will or connecting from outside the area. Other transit upgrades nearby are provide more opportunities for Providing a transit alternative near currently being advanced by the Miami- connections between surrounding Miami Beach will help locals and visitors Dade TPO and partner agencies as part of neighborhoods and other parts of the with their travel needs during peak travel the effort to prioritize public transportation County. This corridor is an example times and special events. Important in the region. New multimodal transit of how land use is integrally tied to consideration will also be taken to terminals and Park-and-Rides, known as transportation, and how strategic coordinate future transit improvements the “Dolphin Station” and “Panther Station,” improvements can result in effective with major development now occurring are planned and/or underway at the mobility options in areas with auto- in Downtown Miami. western end of the corridor. oriented development patterns.

Highest tourist demand High demand corridor Critical east-west in Region with major supporting local, regional, commuter demand employment centers and global businesses corridor

Source: www.miamidadetpo.org/smartplan

64 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 All About the Smart Corridors

North Corridor Northeast Corridor South Dade Transitway The North Corridor runs along NW The Northeast Corridor is a regional The South Dade Transitway 27th Avenue, extending from the MIC connection that links Miami-Dade County (formerly known as South Link) is at MIA to NW 215th Street, near the with neighbors to the north via the Florida a 20-mile exclusive busway that Miami-Dade/Broward County line. East Coast (FEC) Railway. The corridor is operates local and limited stop This roadway is a key component of currently used only for freight traffic, but Metrobus service between the the transportation system, because multiple development plans are planned Dadeland South Metrorail Station it is one of the few continuous north- to transform this corridor for passenger and Florida City. There are currently south arterial corridors in Miami-Dade service over the next few years. 30 Metrobus stations and six Park- County. It serves as a gateway to the The MiamiCentral Station development, and-Ride facilities along this corridor. central part of the South Florida region currently under construction in Recent projections indicate that to the north. This corridor is also ripe Downtown Miami, will eventually serve the southern portion of Miami-Dade for potential infill and redevelopment as the terminus station for multiple County will experience approximately opportunities, such as transit oriented new passenger rail services along this 50 percent increase in population and developments (TOD), which would corridor. All Aboard Florida’s intercity 65 percent increase in employment be further supported by a new rapid “Brightline” service will connect the by 2040, which represents the transit service. major downtown areas between highest growth rate in the County. The Miami-Dade TPO has prioritized Miami and Orlando. Additionally, the Communities in this area are growing, funding for implementing a new transit South Florida Regional Transportation and as a result, will experience an terminal and Park-and-Ride facility at Authority (SFRTA) is planning to expand increasing demand for transportation the northern end of this corridor. This its Tri-Rail service to provide one-seat infrastructure and services. Park-and-Ride, known as “Unity Station,” rides to MiamiCentral Station. The TPO In addition to assessing the overall will be located near the Broward County has been working with SFRTA and the costs and benefits of different service line at NW 215th Street and the Florida’s Florida Department of Transportation options, passenger amenities will be Turnpike. The Miami-Dade TPO is also (FDOT) to conduct the necessary evaluated as a part of the corridor coordinating with the Broward MPO planning efforts related to this service. development process. These potential to determine potential options for These include working with local improvements will help increase the extending this future service further communities to ensure station locations system’s reliability, decrease transit north in order to create a truly regional are integrated with surrounding land travel time, and enhance the overall rapid transit route. uses and development. ridership experience.

Key regional High transit demand Experiencing the fastest mobility linkage for and critical regional population growth in access to jobs, stadium, and corridor stretching to Miami-Dade County educational facilities Palm Beach County

Source: www.miamidadetpo.org/smartplan

WWW.FDOTMIAMIDADE.COM/US1SOUTH 65 GREAT SPACES ARE CREATED - A VISION BOARD FOR D. BRINGING REIMAGINING US 1 IT TOGETHER Stakeholders shared with the study team their desire for wanting a “great space” along the corridor where residents and users of the system can equally benefit. Some suggestions included lush landscaping and creating gateways/visible entry points Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes from city to city. Although these needs and strategies were not part of the study’s overall scope, these ideas could be further SW 37th Ave & US-1 ??? & US-1 SW 40th St & US-1 investigated. The Underline and DISCORDANT EXISTING CONDITIONS >> INTEGRATED AND RESILIENT SYSTEMS SMART Plan are great starting Trapèze • AAUPC points for turning this into a reality! The following image boards give a taste for what US 1 could become over time with Trapèze • AAUPC all parties at the table including community support.

Trapèze • AAUPC Indianapolis Cultural Trail • ICT, Inc.

Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes Constitution Avenue, Canberra • Jane Irwin Landscape Architecture

FRAGMENTED EXISTING CONDITIONS >> COOPERATIVE PLACE-MAKING STRATEGIES

Indianapolis Cultural Trail • ICT, Inc.

Southwest Moody Avenue, Portland • The Green Lane Project Southwest Moody Avenue, Portland • The Green Lane Project Ruiz Ave & SW 38th Ave Douglas Road Station Park

66 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes

SW 37th Ave & US-1 ??? & US-1 SW 40th St & US-1

DISCORDANT EXISTING CONDITIONS >> INTEGRATED AND RESILIENT SYSTEMS Trapèze • AAUPC

Trapèze • AAUPC

Trapèze • AAUPC Indianapolis Cultural Trail • ICT, Inc.

Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes Constitution Avenue, Canberra • Jane Irwin Landscape Architecture

FRAGMENTED EXISTING CONDITIONS >> COOPERATIVE PLACE-MAKING STRATEGIES

Indianapolis Cultural Trail • ICT, Inc.

Southwest Moody Avenue, Portland • The Green Lane Project Southwest Moody Avenue, Portland • The Green Lane Project Ruiz Ave & SW 38th Ave Douglas Road Station Park

WWW.FDOTMIAMIDADE.COM/US1SOUTH 67 GREAT SPACES ARE CREATED - A VISION BOARD FOR REIMAGINING US 1

West Capitol Avenue Streetscape, West Sacramento • MIG Southwest Moody Avenue, Portland • The Green Lane Project

SW 40th St & S Dixie Hwy SW 40th St & S Dixie Hwy

HARSH EXISTING CONDITIONS >> TRANSFORMATIVE VERDANT CORRIDOR

Constitution Avenue, Canberra • Jane Irwin Landscape Architecture Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes

Credits: Andrew Samuelsen Buffalo Niagara Medical Campus Streetscape • SCAPE

INCONSISTENT EXISTING CONDITIONS >> EQUITABLE GREEN INFRASTRUCTURE

Passeig De St Joan Boulevard • Lola Domenech DecoMark® Streetscape, Rotterdam • Opperclaes + Street Makers

68 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM IndianapolisSR 94/SW Cultural 88 Trail STREET/KENDALL • ICT, Inc. BNMC DRIVE Streetscape TO •SR SCAPE 9/I-95 SW 40th St & SW 36th Ct SW 40th St & S Dixie Hwy SW 40th St & S Dixie Hwy West Capitol Avenue Streetscape, West Sacramento • MIG Southwest Moody Avenue, Portland • The Green Lane Project

SW 40th St & S Dixie Hwy SW 40th St & S Dixie Hwy

HARSH EXISTING CONDITIONS >> TRANSFORMATIVE VERDANT CORRIDOR

Constitution Avenue, Canberra • Jane Irwin Landscape Architecture Avenues Mermoz et Pinel • Gautier + Conquet Architectes et Paysagistes

Credits: Andrew Samuelsen Buffalo Niagara Medical Campus Streetscape • SCAPE

INCONSISTENT EXISTING CONDITIONS >> EQUITABLE GREEN INFRASTRUCTURE

Passeig De St Joan Boulevard • Lola Domenech DecoMark® Streetscape, Rotterdam • Opperclaes + Street Makers

Indianapolis Cultural Trail • ICT, Inc. BNMC Streetscape • SCAPE SW 40th St & SW 36th Ct SWWWW.FDOTMIAMIDADE.COM/US1SOUTH 40th St & S Dixie Hwy SW 40th St & S Dixie Hwy69 SECTION 8 A PACKAGE OF RECOMMENDATIONS 8. A PACKAGE OF RECOMMENDATIONS The study concluded with a package of recommendations that can be advanced under varying implementation timeframes.

›› The Underline phases, creating an ON-GOING urban trail and linear-park along the There were/are several efforts currently northwest-side of US 1 ongoing on US 1 that aligned with the outcomes of this study. By including them as ›› SMART Plan premium transit next steps, the study team recognized these investments along Kendall Drive and US current efforts and encouraged stakeholders 1 from Dadeland to Florida City to continue their implementation. ›› Active RRR projects along US 1

›› Active safety studies along US 1

SHORT-TERM ›› Safety strategies These recommendations are to be advanced ›› Signals/operations strategies with the upcoming RRR candidate project from north of SW 80 Street to south of ›› Signing and striping strategies Riviera Drive. ›› Maintenance strategies

›› ADA strategies

MEDIUM- TO LONG-TERM ›› Safety strategies The key long-term recommendations are ›› Signals/operations strategies those that are beyond a RRR scope that may take more analysis and further coordination ›› Reconstruction/new construction to advance. strategies ›› Transit/Park & Ride strategies

›› Education/Enforcement strategies

›› Private sector-led strategies

WWW.FDOTMIAMIDADE.COM/US1SOUTH 71 Several recommendations that were advanced A. STRATEGIES TO into the Tier 2 analysis and evaluation were recommended to not move forward at this MEET THE USER’S time. The reason behind this – their impact to travelers was forecasted as too significant NEEDS ALONG US 1 under the assumptions and analysis conducted The US 1 study team identified over 300 as part of this study. locations where a diverse set of strategies may help improve conditions for the various needs Tables A.2.1 and A.2.2 in Appendix 2 contain identified along US 1.Figure 28 breakdown the the full list of recommended strategies as well strategy locations identified per need. as the strategies removed from the final list of recommendations.

Fgurei 28 BREAKDOWN OF STRATEGIES PER NEED IDENTIFIED

REDUCING CRASHES WILL RESULT IN LESS CONGESTION BY REDUCING NON-RECURRING DELAY

B. CONSIDERATIONS FOR NEXT STEPS The goal of the strategies recommended herein is to improve mobility, safety and access for all modes and users. The following section highlights some identified opportunities to implement improvements in the near-team and leverage ongoing efforts within the Department as well as partnering agencies. For the implementation of some of the proposed strategies, further evaluation will be required to provide the necessary signed and sealed modification plans to modify existing conditions.

72 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 on Uniform Traffic Control Devices (MUTCD), CANDIDATE RRR PROJECT a signal warrant study will be required to FDOT identified the SR 5/US 1 segment from determine if the implementation of a new north of SW 80 Street to south of Riviera Drive traffic signal is acceptable. In addition, FDOT’s as a candidate location for the next cycle Intersection Control Evaluation policy will go of RRR projects. The study team identified into effect January 2020 requiring further this Candidate RRR project as a potential assessment at proposed new signal locations avenue for the implementation of some of the and where turn-lanes are being added. recommended strategies herein. The study team also recommends FDOT explore changing the limits of the Candidate RRR project to begin AUXILIARY SIGNALS HEADS at SW 88th Street rather than SW 80th Street Auxiliary signals heads were recommended given identified safety issues potentially due to as part of the feedback from PAT members pavement conditions. Ideally, this study would as an alternative to post mounted directional be considered during the scoping phase of the signage in order to increase signal visibility Candidate RRR project summarized below. (e.g., Ingraham Highway and LeJeune Road – auxiliary signal of upstream of a horizontal Candidate RRR project information: curve). ›› FM No. 443916-1 The recommendation was suggested to ›› Facility: SR 5 / US 1 / South Dixie help reduce rear-end crashes and increase Highway signal visibility (e.g., truck blocking drivers’ visibility). A further review of the signalized ›› Limits: North of SW 80 Street to South of Riviera Drive intersection where this recommendation would be applicable included the review of existing ›› Project Schedule as of October 2018: intersections and existing crash data as well as • Begin Scoping Work 5/27/2019 the District’s High Crash List review. • Draft Scoping Report Due 7/26/2019 Out of the study corridor intersections, the • Report Review Meeting 8/16/2019 following fall under the high crash list (2012- 2016) but only one falls under the top 5% • Final Scoping Report Due 9/23/2019 (signalized and unsignalized): As previously noted in this report, 48 ›› US 1 and SR 94 / Kendall Drive * recommendations from this study were incorporated into two active RRR projects ›› US 1 and SR 959 / SW 57 Avenue (SR 5/US 1 from Riviera Drive to SR 9/SW 27 Avenue (FM No. 433455-3-52-01 & 433455- ›› US 1 and Mariposa Court 3-52-02) and SR 5/U 1 from east of SR 9/SW ›› US 1 and Miller Road (unsignalized) 27 Avenue to SR 9A/I-95 (FM No. 433455- 4-52-01)). The study team recommends ›› US 1 and SR 953 / LeJeune Road / SW 42 FDOT assess how to best move forward with Avenue the recommendations listed in Appendix 2 within those RRR study limits that were not ›› US 1 and Grand Avenue incorporated at the time of the RRR design plan › US 1 and Jefferson St production for various reasons. › ›› US 1 and Douglas Road / SW 37 Avenue

NEW SIGNALS AND SIGNAL ›› US 1 and Carter Street (unsignalized)

MODIFICATIONS ›› US 1 and SR 976 / Bird Rd / SW 40 Street NEW SIGNALS Proposed signalization of stop-controlled ›› US 1 and SW 32 Avenue intersections will reduce the delay experienced ›› US 1 and SR 9 / SW 27 Avenue on some of the minor stop-controlled) movements. In accordance with Federal ›› US 1 and SW 22 Avenue Highway Administration’s (FHWA’s) Manual

WWW.FDOTMIAMIDADE.COM/US1SOUTH 73 ›› US 1 and SW 17 Avenue the top 5% of the Intersections High Crash List. Adding signal features to enhance signal ›› US 1 and SW 16 Avenue visibility is a cost-efficient recommendation if a ›› US 1 and SW 32 Road (unsignalized) mast arm structural analysis can verify existing infrastructure is able support the additional * Intersection is within the Top 5% of the list for loads. the Actual Crash Rate. In addition, the following segments from the PEDESTRIAN CROSSING study corridor fall under the Segments High CONSIDERATIONS Crash List: After receiving input from Project Advisory ›› South of Kendall Dr to north of SW 68 Ct Team (PAT) members, pedestrian overpasses (BMP 0.8 to EMP 1.1) are recommended to be considered as alternative to at-grade crossings at locations ›› North of SR 878 to north of Ludlam Rd / SW and/or intersections where the necessary 67 Ave (BMP 1.3 to EMP 1.5) supporting land uses/context and demand exist. There are currently pedestrian overpasses ›› South of Red Rd / SW 57 Ave to south of along the corridor study (e.g., Mariposa Ct, Yumuri St (BMP 2.7 to EMP 2.8) SW 37 Ave and SW 32 Rd). However, the ›› North of Santona St to north of Caballero environment and design features at some of Blvd (BMP 3.1 to EMP 3.3) these overpasses have shown low compliance and usage of these. ›› South of Rosaro Ave to north of Ponce de Leon Blvd (BMP 4.6 to EMP 5.1) Pedestrian overpasses were not the preferred alternative to be recommended for crossing ›› South of SR 9 / SW 27 Ave to north of SW locations due to its low treatment effectiveness 24 Ave (BMP 6.4 to EMP 6.8) in the area. Overpasses can be a useful treatment to connect land uses separated by ›› South of SW 23 Ave to north of SW 22 Ave a major divider like freeways and railways. (BMP 6.9 to EMP 7.1) Significant barriers on the ground to prevent at-grade crossings need to be in place for a ›› South of SW 17 Ave to north of SW 16 Ave (BMP 7.5 to EMP 7.9) successful overpass as well as a connection to a greater network for pedestrian and bicyclist In addition to the review of the Intersection and use. Segment High Crash Lists, the following are the top 10% of the corridor-only intersections with Some important considerations to keep in the highest number of total crashes and rear- mind when evaluating this treatment include end crashes (coincidentally all signalized): construction and maintenance costs, potential usage, out of direction travel for users, ›› US 1 and Red Road / SW 57 Avenue area context with adjacent land uses, major transportation connector/generator connecting ›› US 1 and Riviera Drive and appropriate safe and convenient design for access by pedestrians and bicyclists. A ›› US 1 and SR 953 / LeJeune Road / SW 42 potential candidate that was recommended Avenue for consideration of an overpass was the ›› US 1 and McDonald Street / SW 32 Avenue intersection of US 1 and SW 70 St/SW 58 Ave.

›› US 1 and SW 27 Avenue IN-ROAD LIGHTING ›› US 1 and SW 22 Avenue – programmed for In-ground lighting was initially included in the signal backplates through FM 437918-1 recommendations list to be implemented along multiple locations with high pedestrian activity ›› US 1 and SW 17 Avenue or locations with safety risks for pedestrians. However, most of the intersections listed as After further coordination with PAT members, the top 10% of the corridor do not fall within all in-ground lighting at intersections was

74 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 removed except for the 2 locations at Dadeland South where the Underline crosses in the PLACEMAKING AND middle of an intersection. The reasoning for LANDSCAPE removing most of the in-road lighting corridor- Stakeholders shared with the study team their wide was due to the conflict with MUTCD desire for wanting a “great space” along the standards, associated maintenance and lack of corridor where residents and users of the successful projects in the past. system can equally benefit. Some suggestions included lush landscaping and creating This type of roadway enhancement features to gateways/visible entry points from city to help increase pedestrians’ visibility is currently city. Although these needs and strategies being explored as a pilot project in FDOT D7. were not part of the study’s overall scope, One Design-Build Push-Button task is installing these ideas could be further investigated. The in-road lighting crosswalk at Martin Luther King Underline project is a great starting point for and Saint Joseph Hospital as a D7 innovation turning this desire into a reality! Coordination pilot project. Construction was expected to for implementation should be conducted start in May 2018. with Miami-Dade County Department of Transportation and Public Works. The locations identified along the study corridor have the potential to be undertaken as experimental pilot projects. C. AS WE MOVE TRANSIT CONSIDERATIONS FORWARD Recommendations for transit stations are an FDOT will continue to advance these important component to improve accessibility, strategies in several ways as projects over safety and mobility for all users along the time are integrated into ongoing maintenance, study corridor. Approximately 25% of the resurfacing, safety and traffic operations recommendations are directly related to the projects. FDOT will also seek advancing goal to Improve Access to Transit by All Modes. standalone projects while continuing to closely As part of the recommendation identification collaborate and parter with the TPO, County, and potential opportunities for implementation, and cities. These partnerships are essential and two projects were identified in the near-term strongly valued for now and into the future. To horizon which have the potential to implement learn more and stay involved, please visit the several of the recommendations at two project website at www.fdotmiamidade.com/ Metrorail stations: Link Douglas Rail Station and us1south. Grove Station. Coordination for implementation should be conducted with Miami-Dade County Department of Transportation and Public Works.

THE UNDERLINE PHASE 1 BRICKELL BACKYARD GROUNDBREAKING

source: http://current.miami/groundbreaking-the-underline-downtown- miami-brickell30302/

WWW.FDOTMIAMIDADE.COM/US1SOUTH 75 76 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 APPENDIX 1 US 1 CORRIDOR STUDY STRATEGIES ADDED INTO RESURFACING, RESTORATION, AND REHABILITATION (RRR) PROJECTS

WWW.FDOTMIAMIDADE.COM/US1SOUTH 77 Table A.1 US 1 Corridor Study Strategies Added Into Resurfacing, Restoration, and Rehabilitation (RRR) Projects: SR 5/US 1 from Riviera Drive to SR 9/SW 27 Avenue (FM No. 433455-3-52-01 & 433455-3-52-02) SR 5/U 1 from east of SR 9/SW 27 Avenue to SR 9A/I-95 (FM No. 433455-4-52-01)

CONTEXT MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION 1 Coral Gables Riviera Dr Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance 2 Coral Gables Rosaro Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 3 Coral Gables Grand Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center Install high visibility crosswalk on south leg 4 Coral Gables Grand Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center Extend/build out median to provide pedestrian refuge on north and south legs Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque to 5 Coral Gables Florida Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center inform drivers of pedestrians crossing the unsignalized portion of the crosswalk Update plans to read “Right Turn Only” sign, Signing and Marking Plans currently 6 Coral Gables Florida Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center show “Right Turn Signal” Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque 7 Coral Gables Frow Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center to inform drivers that pedestrians are crossing this unsignalized portion of the crosswalk 8 Coral Gables Frow Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg Ponce De Leon Blvd / Oak Ave / 9 Coral Gables Jefferson St Increase Ped/Bike Safety and Convenience C5 - Urban Center Install high visibility crosswalk markings on the east and west legs Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque on 10 Miami SW 37 Ave / Douglas Rd Increase Ped/Bike Safety and Convenience C4 - Urban General the NW corner of intersection 11 Miami SW 37 Ave / Douglas Rd Increase Ped/Bike Safety and Convenience C4 - Urban General Install crosswalk on north leg with a pedestrian refuge 12 Miami Mundy St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 13 Miami Plaza St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 14 Miami SW 40 Ave / Bird Rd Increase Ped/Bike Safety and Convenience C4 - Urban General Station 1385 Add R10-15R along southbound right turn lane or on signal. 15 Miami SW 40 Ave / Bird Rd Reduce Auto Crashes C4 - Urban General Refurbish white skip guidelines pavement markings for US 1 through lanes Provide signing and marking improvements to indicate M-Path/Underline connection 16 Miami SW 40 Ave / Bird Rd Increase Ped/Bike Safety and Convenience C4 - Urban General across west leg Update plans to read “Right Turn Only” sign, Signing and Marking Plans currently 17 Miami W Trade Ave Reduce Auto Crashes C4 - Urban General show “Right Turn Signal” 18 Miami W Trade Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 19 Miami SW 32 Ave / McDonald St Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes 20 Miami SW 32 Ave / McDonald St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk on the south leg 21 Miami SW 32 Ave / McDonald St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on the east leg 22 Miami SW 32 Ave / McDonald St Increase Ped/Bike Safety and Convenience C4 - Urban General Reconstruct southeast corner to reduce turning radius 23 Miami Bridgeport Ave Reduce Auto Crashes C4 - Urban General Improve signage on Bridgeport Ave 24 Miami Bridgeport Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 25 Miami SW 30 Ct Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 26 Miami Virginia St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque 27 Miami SW 28 Terr Reduce Auto Crashes C4 - Urban General to inform drivers that pedestrians are crossing this unsignalized portion of the crosswalk. Extend the southern point of the refuge triangle to reduce crossing length. Crossing 28 Miami SW 28 Terr Increase Ped/Bike Safety and Convenience C4 - Urban General length is longer than any other similar intersection in the project area.

78 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION 1 Coral Gables Riviera Dr Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance 2 Coral Gables Rosaro Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 3 Coral Gables Grand Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center Install high visibility crosswalk on south leg 4 Coral Gables Grand Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center Extend/build out median to provide pedestrian refuge on north and south legs Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque to 5 Coral Gables Florida Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center inform drivers of pedestrians crossing the unsignalized portion of the crosswalk Update plans to read “Right Turn Only” sign, Signing and Marking Plans currently 6 Coral Gables Florida Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center show “Right Turn Signal” Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque 7 Coral Gables Frow Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center to inform drivers that pedestrians are crossing this unsignalized portion of the crosswalk 8 Coral Gables Frow Ave Increase Ped/Bike Safety and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg Ponce De Leon Blvd / Oak Ave / 9 Coral Gables Jefferson St Increase Ped/Bike Safety and Convenience C5 - Urban Center Install high visibility crosswalk markings on the east and west legs Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque on 10 Miami SW 37 Ave / Douglas Rd Increase Ped/Bike Safety and Convenience C4 - Urban General the NW corner of intersection 11 Miami SW 37 Ave / Douglas Rd Increase Ped/Bike Safety and Convenience C4 - Urban General Install crosswalk on north leg with a pedestrian refuge 12 Miami Mundy St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 13 Miami Plaza St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 14 Miami SW 40 Ave / Bird Rd Increase Ped/Bike Safety and Convenience C4 - Urban General Station 1385 Add R10-15R along southbound right turn lane or on signal. 15 Miami SW 40 Ave / Bird Rd Reduce Auto Crashes C4 - Urban General Refurbish white skip guidelines pavement markings for US 1 through lanes Provide signing and marking improvements to indicate M-Path/Underline connection 16 Miami SW 40 Ave / Bird Rd Increase Ped/Bike Safety and Convenience C4 - Urban General across west leg Update plans to read “Right Turn Only” sign, Signing and Marking Plans currently 17 Miami W Trade Ave Reduce Auto Crashes C4 - Urban General show “Right Turn Signal” 18 Miami W Trade Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 19 Miami SW 32 Ave / McDonald St Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes 20 Miami SW 32 Ave / McDonald St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk on the south leg 21 Miami SW 32 Ave / McDonald St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on the east leg 22 Miami SW 32 Ave / McDonald St Increase Ped/Bike Safety and Convenience C4 - Urban General Reconstruct southeast corner to reduce turning radius 23 Miami Bridgeport Ave Reduce Auto Crashes C4 - Urban General Improve signage on Bridgeport Ave 24 Miami Bridgeport Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 25 Miami SW 30 Ct Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 26 Miami Virginia St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg Install a Pedestrian Warning (W11-2) sign with a supplemental (W16-7P) plaque 27 Miami SW 28 Terr Reduce Auto Crashes C4 - Urban General to inform drivers that pedestrians are crossing this unsignalized portion of the crosswalk. Extend the southern point of the refuge triangle to reduce crossing length. Crossing 28 Miami SW 28 Terr Increase Ped/Bike Safety and Convenience C4 - Urban General length is longer than any other similar intersection in the project area.

WWW.FDOTMIAMIDADE.COM/US1SOUTH 79 Table A.1 US 1 Corridor Study Strategies Added Into Resurfacing, Restoration, and Rehabilitation (RRR) Projects: SR 5/US 1 from Riviera Drive to SR 9/SW 27 Avenue (FM No. 433455-3-52-01 & 433455-3-52-02) SR 5/U 1 from east of SR 9/SW 27 Avenue to SR 9A/I-95 (FM No. 433455-4-52-01)

CONTEXT MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION 29 Miami SW 28 Terr Reduce Auto Crashes C4 - Urban General Improve guide signs in advance of intersection (US 1 northbound) 30 Miami SW 28 Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on the east leg - both crosswalks 31 Miami SW 27 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance 32 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance Add pedestrian signs with arrow (W11-2 with W16-7P) at east side crossing on 33 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General refuge triangle southwestern corner 34 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 35 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg For the actuated pedestrian crossing, widen the median (by at least 1 foot) and be 36 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General sure the cut in the median for the pedestrian refuge is at least 6-feet wide. 37 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance US 1 southbound between Stations 1445 and 1446, add AHEAD plaque (MUTCD 38 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General W16-9P) to the existing sign 39 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 40 Miami SW 22 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes Remove standard crosswalk markings on west leg (no sidewalk connection) and 41 Miami SW 19 Ave / Natoma St Increase Ped/Bike Safety and Convenience C4 - Urban General install corresponding stop bar for the approach US 1 southbound - Remove MUTCD W11-2 between Stations 1462 and 1463 (between 42 Miami SW 19 Ave / Natoma St Increase Ped/Bike Safety and Convenience C4 - Urban General SW 19 Ave and SW 23 Ave). Move R10-18A (red light camera) sign to this location. 43 Miami SW 17 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance Install high visibility crosswalk markings on the north and east legs and blend 44 Miami SW 17 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General transition with ramps 45 Miami SW 17 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes 46 Miami SW 17 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east and north legs 47 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes Install pedestrian signal heads at intersection and provide MUTCD-compliant Walk 48 Miami SW 16 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General and FDW intervals

80 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION 29 Miami SW 28 Terr Reduce Auto Crashes C4 - Urban General Improve guide signs in advance of intersection (US 1 northbound) 30 Miami SW 28 Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on the east leg - both crosswalks 31 Miami SW 27 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance 32 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance Add pedestrian signs with arrow (W11-2 with W16-7P) at east side crossing on 33 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General refuge triangle southwestern corner 34 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 35 Miami SW 27 Terr / Secoffee Terr Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg For the actuated pedestrian crossing, widen the median (by at least 1 foot) and be 36 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General sure the cut in the median for the pedestrian refuge is at least 6-feet wide. 37 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance US 1 southbound between Stations 1445 and 1446, add AHEAD plaque (MUTCD 38 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General W16-9P) to the existing sign 39 Miami SW 24 Ave / Calusa St Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg 40 Miami SW 22 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes Remove standard crosswalk markings on west leg (no sidewalk connection) and 41 Miami SW 19 Ave / Natoma St Increase Ped/Bike Safety and Convenience C4 - Urban General install corresponding stop bar for the approach US 1 southbound - Remove MUTCD W11-2 between Stations 1462 and 1463 (between 42 Miami SW 19 Ave / Natoma St Increase Ped/Bike Safety and Convenience C4 - Urban General SW 19 Ave and SW 23 Ave). Move R10-18A (red light camera) sign to this location. 43 Miami SW 17 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance Install high visibility crosswalk markings on the north and east legs and blend 44 Miami SW 17 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General transition with ramps 45 Miami SW 17 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes 46 Miami SW 17 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General Install high visibility crosswalk markings on east and north legs 47 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes Install pedestrian signal heads at intersection and provide MUTCD-compliant Walk 48 Miami SW 16 Ave Increase Ped/Bike Safety and Convenience C4 - Urban General and FDW intervals

WWW.FDOTMIAMIDADE.COM/US1SOUTH 81 82 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 APPENDIX 2 US 1 CORRIDOR STUDY STRATEGY RECOMMENDATIONS

WWW.FDOTMIAMIDADE.COM/US1SOUTH 83 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST

Corridor Wide Long-Term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Create shared use path or wider sidewalks on east side of US 1 FDOT N/A 1 Strategies Strategies to Consider and Convenience

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies Expand Bikeshare locations at Metrorail Stations Both N/A 2 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Improve lighting to meet standards (achieved through retrofit projects) FDOT N/A 3 Strategies Strategies

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Improve pavement friction through resurfacing of corridor FDOT $2,352,030 4 Strategies Strategies

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies In-ground pedestrian lighting at Metrorail stations * Both N/A 5 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Install pedestrian countdown signals where absent Both N/A 6 Strategies Strategies and Convenience Partial Corridor Wide Corridor Wide Metrorail Stations/Park and Improve Access to Corridor Wide Strategies M-Path GreenLink (long-term improvements) - Bicycle/Pedestrian Both $4,524,000 7 Strategies Ride Lots Dadeland North to Transit by All Modes Improvements Vizcaya Station Partial Corridor Wide Corridor Wide Metrorail Stations/Park and Improve Access to Corridor Wide Strategies M-Path Overtown Greenway FDOT $3,666,000 8 Strategies Ride Lots Dadeland North to Transit by All Modes Vizcaya Station

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies Quality bike storage/parking at transit stations and other areas Both N/A 9 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Refurbish pavement markings and revise stop bar angles to increase FDOT N/A 10 Strategies Strategies visibility

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Signing (e.g., Don’t Block the Box, yield to pedestrian blank out signs - on Both N/A 11 Strategies Strategies mast arms)

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Upgrade pedestrian ramps for ADA compliance FDOT N/A 12 Strategies Strategies and Convenience

Corridor Wide Long-Term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Use signal timing to reduce off-peak travel speeds Partner N/A 13 Strategies Strategies to Consider

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies Utilize smart parking technologies and existing dynamic signage Both N/A 14 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Increase AR + Y clearance intervals for all approaches Partner N/A 15 Strategies Strategies

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Increase the FDW clearance intervals at all signalized intersections Partner N/A 16 Strategies Strategies and Convenience

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Consider LPI at all signalized intersections Partner N/A 17 Strategies Strategies and Convenience

Short-term Corridor Wide Reduce Effects of Where MOVEMENT PROHIBITIONS (MUTCD R3-1) signs are recommended 18 Corridor Wide Corridor Wide Strategies in the signing/marking plans, consider installing them on the mast arm of Both N/A Strategies Strategies Congestion the signal. Dadeland South Metrorail Improve Access to Explore opportunities to expand the facility and/or provide satellite 19 Pinecrest Station Transit by All Modes C5 - Urban Center parking to accommodate current and future demand Both $7,865,250 Dadeland South Metrorail Improve Access to 20 Pinecrest Station Transit by All Modes C5 - Urban Center Address pavement (general area) and drainage issues in the parking lot Both N/A Dadeland South Metrorail Improve Access to 21 Pinecrest Station Transit by All Modes C5 - Urban Center Improve external wayfinding signage Both $3,900 Dadeland South Metrorail Improve Access to 22 Pinecrest Station Transit by All Modes C5 - Urban Center Replace signs with graffiti/add pedestrians signals Both N/A Dadeland South Metrorail Improve Access to Implement parking management system. Provide dynamic signage of 23 Pinecrest Station Transit by All Modes C5 - Urban Center available spaces at Dadeland Blvd and Datran Dr entrances and on US 1 + Both $3,412,000

84 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST

Corridor Wide Long-Term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Create shared use path or wider sidewalks on east side of US 1 FDOT N/A 1 Strategies Strategies to Consider and Convenience

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies Expand Bikeshare locations at Metrorail Stations Both N/A 2 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Improve lighting to meet standards (achieved through retrofit projects) FDOT N/A 3 Strategies Strategies

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Improve pavement friction through resurfacing of corridor FDOT $2,352,030 4 Strategies Strategies

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies In-ground pedestrian lighting at Metrorail stations * Both N/A 5 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Install pedestrian countdown signals where absent Both N/A 6 Strategies Strategies and Convenience Partial Corridor Wide Corridor Wide Metrorail Stations/Park and Improve Access to Corridor Wide Strategies M-Path GreenLink (long-term improvements) - Bicycle/Pedestrian Both $4,524,000 7 Strategies Ride Lots Dadeland North to Transit by All Modes Improvements Vizcaya Station Partial Corridor Wide Corridor Wide Metrorail Stations/Park and Improve Access to Corridor Wide Strategies M-Path Overtown Greenway FDOT $3,666,000 8 Strategies Ride Lots Dadeland North to Transit by All Modes Vizcaya Station

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies Quality bike storage/parking at transit stations and other areas Both N/A 9 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Refurbish pavement markings and revise stop bar angles to increase FDOT N/A 10 Strategies Strategies visibility

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Signing (e.g., Don’t Block the Box, yield to pedestrian blank out signs - on Both N/A 11 Strategies Strategies mast arms)

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Upgrade pedestrian ramps for ADA compliance FDOT N/A 12 Strategies Strategies and Convenience

Corridor Wide Long-Term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Use signal timing to reduce off-peak travel speeds Partner N/A 13 Strategies Strategies to Consider

Corridor Wide Long-Term Corridor Wide Improve Access to Corridor Wide Strategies Utilize smart parking technologies and existing dynamic signage Both N/A 14 Strategies Strategies to Consider Transit by All Modes

Corridor Wide Short-term Corridor Wide Reduce Auto Crashes Corridor Wide Strategies Increase AR + Y clearance intervals for all approaches Partner N/A 15 Strategies Strategies

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Increase the FDW clearance intervals at all signalized intersections Partner N/A 16 Strategies Strategies and Convenience

Corridor Wide Short-term Corridor Wide Increase Ped/Bike Safety Corridor Wide Strategies Consider LPI at all signalized intersections Partner N/A 17 Strategies Strategies and Convenience

Short-term Corridor Wide Reduce Effects of Where MOVEMENT PROHIBITIONS (MUTCD R3-1) signs are recommended 18 Corridor Wide Corridor Wide Strategies in the signing/marking plans, consider installing them on the mast arm of Both N/A Strategies Strategies Congestion the signal. Dadeland South Metrorail Improve Access to Explore opportunities to expand the facility and/or provide satellite 19 Pinecrest Station Transit by All Modes C5 - Urban Center parking to accommodate current and future demand Both $7,865,250 Dadeland South Metrorail Improve Access to 20 Pinecrest Station Transit by All Modes C5 - Urban Center Address pavement (general area) and drainage issues in the parking lot Both N/A Dadeland South Metrorail Improve Access to 21 Pinecrest Station Transit by All Modes C5 - Urban Center Improve external wayfinding signage Both $3,900 Dadeland South Metrorail Improve Access to 22 Pinecrest Station Transit by All Modes C5 - Urban Center Replace signs with graffiti/add pedestrians signals Both N/A Dadeland South Metrorail Improve Access to Implement parking management system. Provide dynamic signage of 23 Pinecrest Station Transit by All Modes C5 - Urban Center available spaces at Dadeland Blvd and Datran Dr entrances and on US 1 + Both $3,412,000

WWW.FDOTMIAMIDADE.COM/US1SOUTH 85 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95

CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST 1.-(Datran Drive/Busway no pedestrian signals on the north) Dadeland South Metrorail Improve Access to 2.-(no pedestrian signals on the east and west sides to accommodate 24 Pinecrest Station Transit by All Modes C5 - Urban Center pedestrians crossing north to south) May want to investigate experimental Both $93,600 pilot project for Red In-Road Way In Ground Lighting at Underline crossings Dadeland South Metrorail Improve Access to Install missing sidewalk on the south side of Datran Drive from US 1 to 25 Pinecrest Station Transit by All Modes C5 - Urban Center Busway Both $13,970 Dadeland South Metrorail Improve Access to Improve lighting and security (Bike lockers located in area with low 26 Pinecrest Station Transit by All Modes C5 - Urban Center visibility) Both $8,100 Dadeland South Metrorail Improve Access to Remove damaged fence on South side of northern at-grade park and ride 27 Pinecrest Station Transit by All Modes C5 - Urban Center lot and replace with an access gate Both $2,000 Dadeland South Metrorail Improve Access to 28 Pinecrest Station Transit by All Modes C5 - Urban Center Add sharrows on Dadeland Blvd connecting Dadeland Mall to the Station Both $5,400 Increase Ped/Bike Safety 29 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,990 Increase Ped/Bike Safety 30 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Extend/build out median to provide pedestrian refuge on south leg FDOT $2,080 Increase Ped/Bike Safety 31 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Add channelized island for SW 69 Ct NB movement for pedestrian refuge FDOT $3,810 32 Pinecrest SW 88 St / Kendall Rd Reduce Auto Crashes C5 - Urban Center Provide directional signage and striping to access Dadeland Mall FDOT $4,310 33 Pinecrest SW 88 St / Kendall Rd Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for SB lanes Partner $2,480 Increase Ped/Bike Safety 34 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,630 Increase Ped/Bike Safety Remove WB channelized right turn. SB right movement is proposed to be 35 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center maintained. FDOT $10,150

Unincorporated SW 70 Ave Reduce Auto Crashes C5 - Urban Center Change EB channelized right turn lane control from free flow to signalized Both $11,370 36 MDC control (include stop bar)

Unincorporated SW 70 Ave Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalks on north and south legs FDOT $15,640 37 MDC and Convenience

Unincorporated SW 70 Ave Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $4,410 38 MDC

Unincorporated SW 70 Ave Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB lanes Partner $1,240 39 MDC

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Provide sidewalk on cowpath between SW 70 and 72 Ave connecting Both $15,090 40 MDC Station Transit by All Modes Station and JC Penny access to the Mall

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Explore opportunities to expand the facility and/or provide satellite Both $9,669,000 41 MDC Station Transit by All Modes parking to accommodate current and future demand

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Increase the number of security guards Partner N/A 42 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Address drainage issues Both N/A 43 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Repair digital signs that display the real-time number of available spaces + Both N/A 44 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Add ADA signage to designated parking spaces on level 5 Both $9,750 45 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Implement Pedestrian Activated In-Road Lighting at US 1 Pedestrian Both $12,000 46 MDC Station Transit by All Modes Crossing

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Replace signage in the bus area Both $3,900 47 MDC Station Transit by All Modes

86 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST 1.-(Datran Drive/Busway no pedestrian signals on the north) Dadeland South Metrorail Improve Access to 2.-(no pedestrian signals on the east and west sides to accommodate 24 Pinecrest Station Transit by All Modes C5 - Urban Center pedestrians crossing north to south) May want to investigate experimental Both $93,600 pilot project for Red In-Road Way In Ground Lighting at Underline crossings Dadeland South Metrorail Improve Access to Install missing sidewalk on the south side of Datran Drive from US 1 to 25 Pinecrest Station Transit by All Modes C5 - Urban Center Busway Both $13,970 Dadeland South Metrorail Improve Access to Improve lighting and security (Bike lockers located in area with low 26 Pinecrest Station Transit by All Modes C5 - Urban Center visibility) Both $8,100 Dadeland South Metrorail Improve Access to Remove damaged fence on South side of northern at-grade park and ride 27 Pinecrest Station Transit by All Modes C5 - Urban Center lot and replace with an access gate Both $2,000 Dadeland South Metrorail Improve Access to 28 Pinecrest Station Transit by All Modes C5 - Urban Center Add sharrows on Dadeland Blvd connecting Dadeland Mall to the Station Both $5,400 Increase Ped/Bike Safety 29 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,990 Increase Ped/Bike Safety 30 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Extend/build out median to provide pedestrian refuge on south leg FDOT $2,080 Increase Ped/Bike Safety 31 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Add channelized island for SW 69 Ct NB movement for pedestrian refuge FDOT $3,810 32 Pinecrest SW 88 St / Kendall Rd Reduce Auto Crashes C5 - Urban Center Provide directional signage and striping to access Dadeland Mall FDOT $4,310 33 Pinecrest SW 88 St / Kendall Rd Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for SB lanes Partner $2,480 Increase Ped/Bike Safety 34 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,630 Increase Ped/Bike Safety Remove WB channelized right turn. SB right movement is proposed to be 35 Pinecrest SW 88 St / Kendall Rd and Convenience C5 - Urban Center maintained. FDOT $10,150

Unincorporated SW 70 Ave Reduce Auto Crashes C5 - Urban Center Change EB channelized right turn lane control from free flow to signalized Both $11,370 36 MDC control (include stop bar)

Unincorporated SW 70 Ave Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalks on north and south legs FDOT $15,640 37 MDC and Convenience

Unincorporated SW 70 Ave Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $4,410 38 MDC

Unincorporated SW 70 Ave Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB lanes Partner $1,240 39 MDC

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Provide sidewalk on cowpath between SW 70 and 72 Ave connecting Both $15,090 40 MDC Station Transit by All Modes Station and JC Penny access to the Mall

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Explore opportunities to expand the facility and/or provide satellite Both $9,669,000 41 MDC Station Transit by All Modes parking to accommodate current and future demand

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Increase the number of security guards Partner N/A 42 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Address drainage issues Both N/A 43 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Repair digital signs that display the real-time number of available spaces + Both N/A 44 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Add ADA signage to designated parking spaces on level 5 Both $9,750 45 MDC Station Transit by All Modes

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Implement Pedestrian Activated In-Road Lighting at US 1 Pedestrian Both $12,000 46 MDC Station Transit by All Modes Crossing

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Replace signage in the bus area Both $3,900 47 MDC Station Transit by All Modes

WWW.FDOTMIAMIDADE.COM/US1SOUTH 87 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Implement Snapper Creek Trail from SW 73 Ave to Ludlam Trail Both $48,690 48 MDC Station Transit by All Modes Dadeland North Metrorail Unincorporated Station/Park and Ride Lot Improve Access to C5 - Urban Center Snapper Creek Trail “B” from SW 94 Avenue / K-Land Park to SW 57 FDOT $1,521,000 49 MDC 5801 South Dixie Highway Transit by All Modes Avenue Trail Improvements South Miami, FL 33143

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Implement Ludlam Trail from SW 80 Street to US 1/Underline along SW 70 Both $303,870 50 MDC Station Transit by All Modes St.

Unincorporated US 1 and SW 68 Ct Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for SB lanes Partner $1,240 51 MDC

Unincorporated US 1 and SW 68 Ct Increase Ped/Bike Safety C5 - Urban Center Increase FDW. Clearance Intervals to 30 sec to provide for One Stage Partner N/A 52 MDC and Convenience crossing

Unincorporated US 1 and SW 68 Ct Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $9,390 53 MDC and Convenience

Unincorporated US 1 and SW 68 Ct Reduce Auto Crashes C5 - Urban Center Improve signing and pavement marking for right turn only FDOT $1,330 54 MDC

Unincorporated SW 84 St Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Both $2,480 55 MDC

Unincorporated SW 84 St Increase Ped/Bike Safety C5 - Urban Center Extend/build out median to provide pedestrian refuge on south leg FDOT $930 56 MDC and Convenience

Unincorporated SW 84 St Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk with pedestrian refuge on north leg FDOT $8,930 57 MDC and Convenience

Unincorporated SW 84 St Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk markings at driveways FDOT $1,660 58 MDC and Convenience

Unincorporated Snapper Creek Off Ramp Reduce Auto Crashes C5 - Urban Center Install additional Signal Ahead Signs upstream of US 1 along Snapper FDOT $1,300 59 MDC Creek off-ramp

Unincorporated Snapper Creek Off Ramp Reduce Auto Crashes C5 - Urban Center Install “End of queue detection” on US 1 NB north leg (connected to traffic Partner $1,740 60 MDC signal controller)

Unincorporated Snapper Creek Off Ramp Reduce Auto Crashes C5 - Urban Center Install shield pavement marking signs upstream of intersection FDOT $4,750 61 MDC

Unincorporated Snapper Creek Off Ramp Increase Ped/Bike Safety C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,990 62 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 63 MDC

Unincorporated SW 67 Ave/Ludlam Rd Increase Ped/Bike Safety C5 - Urban Center Install pedestrian refuge on SW 67 Ave east leg FDOT $1,520 64 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Increase Ped/Bike Safety C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,070 65 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk with pedestrian refuge on north leg FDOT $9,110 66 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Reduce Auto Crashes C5 - Urban Center Reconfigure south and west legs to accommodate US 1 NB dual left turn Both $20,520 67 MDC lanes and prohibit US 1 NB U-turns

Unincorporated SW 67 Ave/Ludlam Rd Reduce Effects of C5 - Urban Center Evaluate potential for opening roadway connection at SW 67 Ave at SW Both N/A 68 MDC Congestion 84 St 69 South Miami SW 80 St/SW 65 Ave Reduce Auto Crashes C5 - Urban Center Explore closure of SW 65 Ave southwest leg access to intersection FDOT $16,280 Close northernmost driveways on the southeast corner - most of the 70 South Miami SW 80 St/SW 65 Ave Reduce Auto Crashes C5 - Urban Center sideswipe crashes are reported along US 1 NB on the south leg FDOT $900 Increase Ped/Bike Safety 71 South Miami SW 80 St/SW 65 Ave and Convenience C5 - Urban Center Increase ONE-WAY and DO NOT ENTER signs FDOT $5,210 Increase Ped/Bike Safety 72 South Miami SW 80 St/SW 65 Ave and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,650 88 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Implement Snapper Creek Trail from SW 73 Ave to Ludlam Trail Both $48,690 48 MDC Station Transit by All Modes Dadeland North Metrorail Unincorporated Station/Park and Ride Lot Improve Access to C5 - Urban Center Snapper Creek Trail “B” from SW 94 Avenue / K-Land Park to SW 57 FDOT $1,521,000 49 MDC 5801 South Dixie Highway Transit by All Modes Avenue Trail Improvements South Miami, FL 33143

Unincorporated Dadeland North Metrorail Improve Access to C5 - Urban Center Implement Ludlam Trail from SW 80 Street to US 1/Underline along SW 70 Both $303,870 50 MDC Station Transit by All Modes St.

Unincorporated US 1 and SW 68 Ct Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for SB lanes Partner $1,240 51 MDC

Unincorporated US 1 and SW 68 Ct Increase Ped/Bike Safety C5 - Urban Center Increase FDW. Clearance Intervals to 30 sec to provide for One Stage Partner N/A 52 MDC and Convenience crossing

Unincorporated US 1 and SW 68 Ct Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $9,390 53 MDC and Convenience

Unincorporated US 1 and SW 68 Ct Reduce Auto Crashes C5 - Urban Center Improve signing and pavement marking for right turn only FDOT $1,330 54 MDC

Unincorporated SW 84 St Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Both $2,480 55 MDC

Unincorporated SW 84 St Increase Ped/Bike Safety C5 - Urban Center Extend/build out median to provide pedestrian refuge on south leg FDOT $930 56 MDC and Convenience

Unincorporated SW 84 St Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk with pedestrian refuge on north leg FDOT $8,930 57 MDC and Convenience

Unincorporated SW 84 St Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk markings at driveways FDOT $1,660 58 MDC and Convenience

Unincorporated Snapper Creek Off Ramp Reduce Auto Crashes C5 - Urban Center Install additional Signal Ahead Signs upstream of US 1 along Snapper FDOT $1,300 59 MDC Creek off-ramp

Unincorporated Snapper Creek Off Ramp Reduce Auto Crashes C5 - Urban Center Install “End of queue detection” on US 1 NB north leg (connected to traffic Partner $1,740 60 MDC signal controller)

Unincorporated Snapper Creek Off Ramp Reduce Auto Crashes C5 - Urban Center Install shield pavement marking signs upstream of intersection FDOT $4,750 61 MDC

Unincorporated Snapper Creek Off Ramp Increase Ped/Bike Safety C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,990 62 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 63 MDC

Unincorporated SW 67 Ave/Ludlam Rd Increase Ped/Bike Safety C5 - Urban Center Install pedestrian refuge on SW 67 Ave east leg FDOT $1,520 64 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Increase Ped/Bike Safety C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,070 65 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Increase Ped/Bike Safety C5 - Urban Center Install high visibility crosswalk with pedestrian refuge on north leg FDOT $9,110 66 MDC and Convenience

Unincorporated SW 67 Ave/Ludlam Rd Reduce Auto Crashes C5 - Urban Center Reconfigure south and west legs to accommodate US 1 NB dual left turn Both $20,520 67 MDC lanes and prohibit US 1 NB U-turns

Unincorporated SW 67 Ave/Ludlam Rd Reduce Effects of C5 - Urban Center Evaluate potential for opening roadway connection at SW 67 Ave at SW Both N/A 68 MDC Congestion 84 St 69 South Miami SW 80 St/SW 65 Ave Reduce Auto Crashes C5 - Urban Center Explore closure of SW 65 Ave southwest leg access to intersection FDOT $16,280 Close northernmost driveways on the southeast corner - most of the 70 South Miami SW 80 St/SW 65 Ave Reduce Auto Crashes C5 - Urban Center sideswipe crashes are reported along US 1 NB on the south leg FDOT $900 Increase Ped/Bike Safety 71 South Miami SW 80 St/SW 65 Ave and Convenience C5 - Urban Center Increase ONE-WAY and DO NOT ENTER signs FDOT $5,210 Increase Ped/Bike Safety 72 South Miami SW 80 St/SW 65 Ave and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,650 WWW.FDOTMIAMIDADE.COM/US1SOUTH 89 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 73 South Miami SW 80 St/SW 65 Ave and Convenience C5 - Urban Center Install high visibility crosswalk with pedestrian refuge on south leg FDOT $8,620 Reduce Effects of 74 South Miami SW 80 St/SW 65 Ave Congestion C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Both $10,020 75 South Miami SW 80 St/SW 65 Ave Reduce Auto Crashes C5 - Urban Center Add stop and right turn only signs by northern driveways FDOT $2,600 Increase Ped/Bike Safety 76 South Miami SW 63 Ave/SW 78 St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $7,430 77 South Miami SW 62 Ave Reduce Auto Crashes C5 - Urban Center Consolidate driveways on the southeast corner FDOT $450

Increase Ped/Bike Safety Install high visibility crosswalks markings at intersection and across 78 South Miami SW 62 Ave C5 - Urban Center remaining (unconsolidated) driveways on east side of US 1 just south of FDOT $7,230 and Convenience the intersection 79 South Miami SW 62 Ave Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety 80 South Miami SW 62 Ave and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,420 Remove channelized right turn lanes along NB US 1 and prohibit 81 South Miami SW 62 Ave Reduce Auto Crashes C5 - Urban Center movement due to intersection configuration Both $20,300 Increase Ped/Bike Safety 82 South Miami SW 62 Ave and Convenience C5 - Urban Center Install high visibility crosswalk on south leg FDOT $7,330 Increase Ped/Bike Safety 83 South Miami SW 61 Ave and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,840 Increase Ped/Bike Safety Install high visibility crosswalk on south leg and upgrade east leg 84 South Miami SW 73 St and Convenience C5 - Urban Center pedestrian ramps for ADA compliance FDOT $9,390 Change LTs from perm+prot to Prot ONLY for SB lanes and install high 85 South Miami SW 73 St Reduce Auto Crashes C5 - Urban Center emphasis crosswalk markings on the east leg FDOT $2,810 86 South Miami SW 72 St / Sunset Dr Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 87 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center legs FDOT $1,480 Increase Ped/Bike Safety 88 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,030 Increase Ped/Bike Safety Install signing improvements alerting drivers of pedestrian crossing at 89 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center Metrorail station driveway in NW corner of intersection Both $1,300 Increase Ped/Bike Safety 90 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center Upgrade pedestrian ramps for ADA compliance FDOT $4,700 South Miami Metrorail Improve Access to 91 South Miami Station Transit by All Modes C5 - Urban Center Add sidewalk from SW 72 St Entrance to Metrorail Station Both $13,360 South Miami Metrorail Improve Access to Implement Pedestrian Activated In-Road Lighting at SW 72 St Entrance to 92 South Miami Station Transit by All Modes C5 - Urban Center Metrorail Station * Both $52,800 South Miami Metrorail Improve Access to 93 South Miami Station Transit by All Modes C5 - Urban Center Install bird spikes above bus waiting areas Partner N/A South Miami Metrorail Improve Access to 94 South Miami Station Transit by All Modes C5 - Urban Center New and brighter lighting in bus wait area and increased security Partner $7,600 South Miami Metrorail Improve Access to 95 South Miami Station Transit by All Modes C5 - Urban Center Repaint pavement markings on top floor Both N/A South Miami Metrorail Improve Access to Improve intersection crossings and pedestrian signals (short phase) along 96 South Miami Station Transit by All Modes C5 - Urban Center the M-Path/Underline Both N/A South Miami Metrorail Improve Access to 97 South Miami Station Transit by All Modes C5 - Urban Center Enforce speed limit inside parking garage Partner N/A

South Miami Metrorail Improve Access to Pedestrian connectivity improvement.-On-site circulation in the parking 98 South Miami C5 - Urban Center garage indicates that park and riders need to traverse the driving aisles to Both N/A Station Transit by All Modes get from their cars to the station *

90 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 73 South Miami SW 80 St/SW 65 Ave and Convenience C5 - Urban Center Install high visibility crosswalk with pedestrian refuge on south leg FDOT $8,620 Reduce Effects of 74 South Miami SW 80 St/SW 65 Ave Congestion C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Both $10,020 75 South Miami SW 80 St/SW 65 Ave Reduce Auto Crashes C5 - Urban Center Add stop and right turn only signs by northern driveways FDOT $2,600 Increase Ped/Bike Safety 76 South Miami SW 63 Ave/SW 78 St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $7,430 77 South Miami SW 62 Ave Reduce Auto Crashes C5 - Urban Center Consolidate driveways on the southeast corner FDOT $450

Increase Ped/Bike Safety Install high visibility crosswalks markings at intersection and across 78 South Miami SW 62 Ave C5 - Urban Center remaining (unconsolidated) driveways on east side of US 1 just south of FDOT $7,230 and Convenience the intersection 79 South Miami SW 62 Ave Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety 80 South Miami SW 62 Ave and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,420 Remove channelized right turn lanes along NB US 1 and prohibit 81 South Miami SW 62 Ave Reduce Auto Crashes C5 - Urban Center movement due to intersection configuration Both $20,300 Increase Ped/Bike Safety 82 South Miami SW 62 Ave and Convenience C5 - Urban Center Install high visibility crosswalk on south leg FDOT $7,330 Increase Ped/Bike Safety 83 South Miami SW 61 Ave and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,840 Increase Ped/Bike Safety Install high visibility crosswalk on south leg and upgrade east leg 84 South Miami SW 73 St and Convenience C5 - Urban Center pedestrian ramps for ADA compliance FDOT $9,390 Change LTs from perm+prot to Prot ONLY for SB lanes and install high 85 South Miami SW 73 St Reduce Auto Crashes C5 - Urban Center emphasis crosswalk markings on the east leg FDOT $2,810 86 South Miami SW 72 St / Sunset Dr Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 87 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center legs FDOT $1,480 Increase Ped/Bike Safety 88 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $4,030 Increase Ped/Bike Safety Install signing improvements alerting drivers of pedestrian crossing at 89 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center Metrorail station driveway in NW corner of intersection Both $1,300 Increase Ped/Bike Safety 90 South Miami SW 72 St / Sunset Dr and Convenience C5 - Urban Center Upgrade pedestrian ramps for ADA compliance FDOT $4,700 South Miami Metrorail Improve Access to 91 South Miami Station Transit by All Modes C5 - Urban Center Add sidewalk from SW 72 St Entrance to Metrorail Station Both $13,360 South Miami Metrorail Improve Access to Implement Pedestrian Activated In-Road Lighting at SW 72 St Entrance to 92 South Miami Station Transit by All Modes C5 - Urban Center Metrorail Station * Both $52,800 South Miami Metrorail Improve Access to 93 South Miami Station Transit by All Modes C5 - Urban Center Install bird spikes above bus waiting areas Partner N/A South Miami Metrorail Improve Access to 94 South Miami Station Transit by All Modes C5 - Urban Center New and brighter lighting in bus wait area and increased security Partner $7,600 South Miami Metrorail Improve Access to 95 South Miami Station Transit by All Modes C5 - Urban Center Repaint pavement markings on top floor Both N/A South Miami Metrorail Improve Access to Improve intersection crossings and pedestrian signals (short phase) along 96 South Miami Station Transit by All Modes C5 - Urban Center the M-Path/Underline Both N/A South Miami Metrorail Improve Access to 97 South Miami Station Transit by All Modes C5 - Urban Center Enforce speed limit inside parking garage Partner N/A

South Miami Metrorail Improve Access to Pedestrian connectivity improvement.-On-site circulation in the parking 98 South Miami C5 - Urban Center garage indicates that park and riders need to traverse the driving aisles to Both N/A Station Transit by All Modes get from their cars to the station *

WWW.FDOTMIAMIDADE.COM/US1SOUTH 91 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95

CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST South Miami Metrorail Improve Access to 99 South Miami Station Transit by All Modes C5 - Urban Center Remove graffiti Both N/A South Miami Metrorail Improve Access to Eliminate tripping hazard (sidewalk) broken fire hydrant adjacent to NB US 100 South Miami Station Transit by All Modes C5 - Urban Center 1 right turn lane Both N/A South Miami Metrorail Improve Access to Narrow US 1 SB Driveway into Station to slow right turns and conflict with 101 South Miami Station Transit by All Modes C5 - Urban Center M-Path/Underline Both $18,970 South Miami Metrorail Improve Access to Implement parking management system. Provide dynamic signage of 102 South Miami Station Transit by All Modes C5 - Urban Center available spaces at entrances and on US 1 Both $2,271,000 South Miami Metrorail Improve Access to Reduce SB US 1 right turn radius at SW 72 St Driveway into Station to slow 103 South Miami Station Transit by All Modes C5 - Urban Center right turns and conflict with M-Path/Underline Both $3,790 Increase Ped/Bike Safety 104 South Miami SW 71 St and Convenience C5 - Urban Center Install signalized midblock crossing Both $304,800 Increase Ped/Bike Safety 105 South Miami SW 71 St and Convenience C5 - Urban Center Upgrade pedestrian ramps on east leg for ADA compliance FDOT $1,180 106 South Miami SW 70 St/SW 58 Ave Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 107 South Miami SW 70 St/SW 58 Ave and Convenience C5 - Urban Center legs FDOT $1,480 Install high visibility crosswalk on north leg, nearside bus stop located 108 South Miami SW 70 St/SW 58 Ave Reduce Auto Crashes C5 - Urban Center on US 1 SB lanes and upgrade pedestrian ramps on east leg for ADA FDOT $8,610 compliance Increase Ped/Bike Safety 109 South Miami SW 70 St/SW 58 Ave and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,070 Increase Ped/Bike Safety Install signing improvements alerting drivers to pedestrian crossing at 110 South Miami SW 70 St/SW 58 Ave and Convenience C5 - Urban Center Metrorail station driveway at channelized EB RT Both $1,300 Increase Ped/Bike Safety Install pedestrian actuated crossing with a high visibility crosswalk on the 111 South Miami Sunset driveway and Convenience C5 - Urban Center south leg Both $9,810 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 112 South Miami Sunset driveway and Convenience C5 - Urban Center access (along proposed actuated pedestrian crossing) FDOT $3,270 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 113 South Miami Sunset driveway and Convenience C5 - Urban Center the M-Path/Underline Both $2,310 114 Coral Gables SW 57 Ave / Red Rd** Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 115 Coral Gables SW 57 Ave / Red Rd** Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $6,300 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 116 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center legs FDOT $3,150 Increase Ped/Bike Safety 117 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,460 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 118 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center access FDOT $7,680 Increase Ped/Bike Safety 119 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center Install raised crosswalk across channelized NB RT FDOT $2,650 Increase Ped/Bike Safety Remove channelized right turn along US 1 SB; RT movement to remain 120 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center allowed. Both $8,930 121 Coral Gables Yumuri St Reduce Auto Crashes C5 - Urban Center Change to RIRO from Yumuri St Both $25,910 Increase Ped/Bike Safety 122 Coral Gables Yumuri St and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety 123 Coral Gables Madruga Ct and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 124 Coral Gables Madruga Ct and Convenience C5 - Urban Center the M-Path/Underline Both $3,080

92 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST South Miami Metrorail Improve Access to 99 South Miami Station Transit by All Modes C5 - Urban Center Remove graffiti Both N/A South Miami Metrorail Improve Access to Eliminate tripping hazard (sidewalk) broken fire hydrant adjacent to NB US 100 South Miami Station Transit by All Modes C5 - Urban Center 1 right turn lane Both N/A South Miami Metrorail Improve Access to Narrow US 1 SB Driveway into Station to slow right turns and conflict with 101 South Miami Station Transit by All Modes C5 - Urban Center M-Path/Underline Both $18,970 South Miami Metrorail Improve Access to Implement parking management system. Provide dynamic signage of 102 South Miami Station Transit by All Modes C5 - Urban Center available spaces at entrances and on US 1 Both $2,271,000 South Miami Metrorail Improve Access to Reduce SB US 1 right turn radius at SW 72 St Driveway into Station to slow 103 South Miami Station Transit by All Modes C5 - Urban Center right turns and conflict with M-Path/Underline Both $3,790 Increase Ped/Bike Safety 104 South Miami SW 71 St and Convenience C5 - Urban Center Install signalized midblock crossing Both $304,800 Increase Ped/Bike Safety 105 South Miami SW 71 St and Convenience C5 - Urban Center Upgrade pedestrian ramps on east leg for ADA compliance FDOT $1,180 106 South Miami SW 70 St/SW 58 Ave Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 107 South Miami SW 70 St/SW 58 Ave and Convenience C5 - Urban Center legs FDOT $1,480 Install high visibility crosswalk on north leg, nearside bus stop located 108 South Miami SW 70 St/SW 58 Ave Reduce Auto Crashes C5 - Urban Center on US 1 SB lanes and upgrade pedestrian ramps on east leg for ADA FDOT $8,610 compliance Increase Ped/Bike Safety 109 South Miami SW 70 St/SW 58 Ave and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,070 Increase Ped/Bike Safety Install signing improvements alerting drivers to pedestrian crossing at 110 South Miami SW 70 St/SW 58 Ave and Convenience C5 - Urban Center Metrorail station driveway at channelized EB RT Both $1,300 Increase Ped/Bike Safety Install pedestrian actuated crossing with a high visibility crosswalk on the 111 South Miami Sunset driveway and Convenience C5 - Urban Center south leg Both $9,810 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 112 South Miami Sunset driveway and Convenience C5 - Urban Center access (along proposed actuated pedestrian crossing) FDOT $3,270 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 113 South Miami Sunset driveway and Convenience C5 - Urban Center the M-Path/Underline Both $2,310 114 Coral Gables SW 57 Ave / Red Rd** Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 115 Coral Gables SW 57 Ave / Red Rd** Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $6,300 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 116 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center legs FDOT $3,150 Increase Ped/Bike Safety 117 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center Install green paint along M-Path/Underline crossings FDOT $3,460 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 118 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center access FDOT $7,680 Increase Ped/Bike Safety 119 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center Install raised crosswalk across channelized NB RT FDOT $2,650 Increase Ped/Bike Safety Remove channelized right turn along US 1 SB; RT movement to remain 120 Coral Gables SW 57 Ave / Red Rd** and Convenience C5 - Urban Center allowed. Both $8,930 121 Coral Gables Yumuri St Reduce Auto Crashes C5 - Urban Center Change to RIRO from Yumuri St Both $25,910 Increase Ped/Bike Safety 122 Coral Gables Yumuri St and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety 123 Coral Gables Madruga Ct and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 124 Coral Gables Madruga Ct and Convenience C5 - Urban Center the M-Path/Underline Both $3,080

WWW.FDOTMIAMIDADE.COM/US1SOUTH 93 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95

CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 125 Coral Gables Madruga Ct and Convenience C5 - Urban Center Upgrade pedestrian ramps on East leg for ADA compliance FDOT $1,180 Scenario 1: Signalize intersection; install pedestrian crossing on the south 126 Coral Gables Madruga Ct Reduce Auto Crashes C5 - Urban Center leg with green paint markings across US 1 to alert users of M-Path/ Both $304,800 Underline access (along proposed actuated pedestrian crossing) Scenario 2: Change to RIRO from Madruga Ct and maintain US 1 SB LT 127 Coral Gables Madruga Ct Reduce Auto Crashes C5 - Urban Center access Both $7,790 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 128 Coral Gables Santona St and Convenience C5 - Urban Center the M-Path/Underline Both $1,540 Scenario 1: Change to RIRO from Santona St and maintain US 1 SB LT 129 Coral Gables Santona St Reduce Auto Crashes C5 - Urban Center access Both $31,410 Scenario 2: Signalize intersection; install pedestrian crossing on the 130 Coral Gables Santona St Reduce Auto Crashes C5 - Urban Center south leg with green paint markings across US 1 to alert users of M-Path/ Both $304,800 Underline access (along proposed actuated pedestrian crossing)

Santona St Increase Ped/Bike Safety C5 - Urban Center Adjust intersection geometry for more perpendicular alignment of 131 Coral Gables and Convenience Santona with US 1 FDOT $3,380 Increase Ped/Bike Safety 132 Coral Gables Santona St and Convenience C5 - Urban Center Widen sidewalk on east side of intersection FDOT $157,810 Increase Ped/Bike Safety 133 Coral Gables Santona St and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $8,020 Increase Ped/Bike Safety 134 Coral Gables Santona St and Convenience C5 - Urban Center Upgrade pedestrian ramps on east leg for ADA compliance FDOT $1,180 Relocate and improve advance guide signs for US 1 NB lanes to Alhambra 135 Coral Gables Alhambra Cir Reduce Auto Crashes C5 - Urban Center Cir FDOT $1,690 136 Coral Gables Alhambra Cir Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 137 Coral Gables Alhambra Cir and Convenience C5 - Urban Center legs FDOT $560 Increase Ped/Bike Safety 138 Coral Gables Alhambra Cir and Convenience C5 - Urban Center Install bike pavement markings and signage along Alhambra FDOT $7,830 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 139 Coral Gables Alhambra Cir and Convenience C5 - Urban Center access FDOT $6,920 140 Coral Gables Alhambra Cir Reduce Auto Crashes C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,330 Increase Ped/Bike Safety Upgrade pedestrian ramps on East leg and NW corner for ADA 141 Coral Gables Alhambra Cir and Convenience C5 - Urban Center compliance FDOT $2,350 Increase Ped/Bike Safety 142 Coral Gables Alhambra Cir and Convenience C5 - Urban Center Begin east side bike path connection over bridge FDOT N/A 143 Coral Gables Caballero Blvd Reduce Auto Crashes C5 - Urban Center Install advance guide signs for intersection and major destinations FDOT $2,600 Increase Ped/Bike Safety 144 Coral Gables Caballero Blvd and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $7,140 Increase Ped/Bike Safety 145 Coral Gables Caballero Blvd and Convenience C5 - Urban Center Widen sidewalk on east side of intersection FDOT $123,090 Improve Access to Implement parking management system. Provide dynamic signage of 146 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center available spaces at entrances and on US 1 Both $750,500 Improve Access to Add fence to channelize pedestrians from the parking lot to the 147 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center University/Bank United Center of Alex Rodriguez Park Both $31,020 Improve Access to Implement Pedestrian Activated In-Road Lighting at Ponce De Leon 148 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center pedestrian crossing to/from Station Both $12,000 Improve Access to 149 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Install more bike parking and repair Bike-Lids Both N/A

94 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 125 Coral Gables Madruga Ct and Convenience C5 - Urban Center Upgrade pedestrian ramps on East leg for ADA compliance FDOT $1,180 Scenario 1: Signalize intersection; install pedestrian crossing on the south 126 Coral Gables Madruga Ct Reduce Auto Crashes C5 - Urban Center leg with green paint markings across US 1 to alert users of M-Path/ Both $304,800 Underline access (along proposed actuated pedestrian crossing) Scenario 2: Change to RIRO from Madruga Ct and maintain US 1 SB LT 127 Coral Gables Madruga Ct Reduce Auto Crashes C5 - Urban Center access Both $7,790 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 128 Coral Gables Santona St and Convenience C5 - Urban Center the M-Path/Underline Both $1,540 Scenario 1: Change to RIRO from Santona St and maintain US 1 SB LT 129 Coral Gables Santona St Reduce Auto Crashes C5 - Urban Center access Both $31,410 Scenario 2: Signalize intersection; install pedestrian crossing on the 130 Coral Gables Santona St Reduce Auto Crashes C5 - Urban Center south leg with green paint markings across US 1 to alert users of M-Path/ Both $304,800 Underline access (along proposed actuated pedestrian crossing)

Santona St Increase Ped/Bike Safety C5 - Urban Center Adjust intersection geometry for more perpendicular alignment of 131 Coral Gables and Convenience Santona with US 1 FDOT $3,380 Increase Ped/Bike Safety 132 Coral Gables Santona St and Convenience C5 - Urban Center Widen sidewalk on east side of intersection FDOT $157,810 Increase Ped/Bike Safety 133 Coral Gables Santona St and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $8,020 Increase Ped/Bike Safety 134 Coral Gables Santona St and Convenience C5 - Urban Center Upgrade pedestrian ramps on east leg for ADA compliance FDOT $1,180 Relocate and improve advance guide signs for US 1 NB lanes to Alhambra 135 Coral Gables Alhambra Cir Reduce Auto Crashes C5 - Urban Center Cir FDOT $1,690 136 Coral Gables Alhambra Cir Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 137 Coral Gables Alhambra Cir and Convenience C5 - Urban Center legs FDOT $560 Increase Ped/Bike Safety 138 Coral Gables Alhambra Cir and Convenience C5 - Urban Center Install bike pavement markings and signage along Alhambra FDOT $7,830 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 139 Coral Gables Alhambra Cir and Convenience C5 - Urban Center access FDOT $6,920 140 Coral Gables Alhambra Cir Reduce Auto Crashes C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,330 Increase Ped/Bike Safety Upgrade pedestrian ramps on East leg and NW corner for ADA 141 Coral Gables Alhambra Cir and Convenience C5 - Urban Center compliance FDOT $2,350 Increase Ped/Bike Safety 142 Coral Gables Alhambra Cir and Convenience C5 - Urban Center Begin east side bike path connection over bridge FDOT N/A 143 Coral Gables Caballero Blvd Reduce Auto Crashes C5 - Urban Center Install advance guide signs for intersection and major destinations FDOT $2,600 Increase Ped/Bike Safety 144 Coral Gables Caballero Blvd and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $7,140 Increase Ped/Bike Safety 145 Coral Gables Caballero Blvd and Convenience C5 - Urban Center Widen sidewalk on east side of intersection FDOT $123,090 Improve Access to Implement parking management system. Provide dynamic signage of 146 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center available spaces at entrances and on US 1 Both $750,500 Improve Access to Add fence to channelize pedestrians from the parking lot to the 147 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center University/Bank United Center of Alex Rodriguez Park Both $31,020 Improve Access to Implement Pedestrian Activated In-Road Lighting at Ponce De Leon 148 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center pedestrian crossing to/from Station Both $12,000 Improve Access to 149 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Install more bike parking and repair Bike-Lids Both N/A

WWW.FDOTMIAMIDADE.COM/US1SOUTH 95 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Improve Access to 150 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Repaint pavement markings Both N/A Improve Access to 151 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Repave parking facility Both N/A Improve Access to Add sidewalks east side of Ponce De Leon Boulevard from Red Rd to 152 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Granada Bld. Both $537,140

Improve Access to Add sharrows on Ponce de Leon from Red Road to Grand Ave connecting 153 Coral Gables University Metrorail Station C5 - Urban Center Station to Baseball Stadium and University and general and for logical Both $33,370 Transit by All Modes termini. Add sharrows on San Amaro. Install retroreflective tape to the signal backplates for the US 1 NB lanes, 154 Coral Gables Mariposa Ct Reduce Auto Crashes C5 - Urban Center supplement with advance Signal Ahead warning signs on both US 1 Both $3,860 approaches Increase Ped/Bike Safety Mark and sign bike access with green paint, wayfinding from pedestrian 155 Coral Gables Mariposa Ct and Convenience C5 - Urban Center bridge to M-Path/Underline access FDOT $5,870 Install Advance Signal Ahead warning sign for US 1 SB/NB lanes + flashing 156 Coral Gables Mariposa Ct Reduce Auto Crashes C5 - Urban Center beacons FDOT $3,540 Increase Ped/Bike Safety 157 Coral Gables Turin St and Convenience C5 - Urban Center Install advance guide signs for intersection and major destinations FDOT $2,600 Increase Ped/Bike Safety 158 Coral Gables Turin St and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,840 Increase Ped/Bike Safety Signalize intersection and install pedestrian crossing along the south leg of 159 Coral Gables Turin St and Convenience C5 - Urban Center the intersection Both $304,800 160 Coral Gables Stanford Dr / Augusto St Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 161 Coral Gables Stanford Dr / Augusto St Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $17,340 162 Coral Gables Stanford Dr / Augusto St Reduce Auto Crashes C5 - Urban Center Install advance guide signs + wayfinding signs on US 1 for Stanford Dr Both $5,210 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 163 Coral Gables Stanford Dr / Augusto St and Convenience C5 - Urban Center access FDOT $6,530 Increase Ped/Bike Safety 164 Coral Gables Stanford Dr / Augusto St and Convenience C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,330 165 Coral Gables Marius St Reduce Auto Crashes C5 - Urban Center Install advance guide signs for intersection and major destinations FDOT $3,900 Increase Ped/Bike Safety 166 Coral Gables Marius St and Convenience C5 - Urban Center Upgrade pedestrian ramps on East leg for ADA compliance FDOT $1,180 Increase Ped/Bike Safety 167 Coral Gables Marius St and Convenience C5 - Urban Center Widen crosswalk on east leg and install high visibility crosswalk markings FDOT $7,820 168 Coral Gables Granada Blvd Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 169 Coral Gables Granada Blvd Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $16,080 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 170 Coral Gables Granada Blvd and Convenience C5 - Urban Center access FDOT $6,720 Increase Ped/Bike Safety Install green paint markings across Ponce de Leon to alert users of 171 Coral Gables Granada Blvd and Convenience C5 - Urban Center M-Path/Underline access FDOT $3,270 172 Coral Gables Granada Blvd Reduce Auto Crashes C5 - Urban Center Install advance guide signs for Granada Blvd on US 1 FDOT $2,600 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 173 Coral Gables Granada Blvd and Convenience C5 - Urban Center legs FDOT $560 Increase Ped/Bike Safety 174 Coral Gables Granada Blvd and Convenience C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,430 Increase Ped/Bike Safety 175 Coral Gables Granada Blvd and Convenience C5 - Urban Center Upgrade pedestrian ramps for ADA compliance FDOT $4,700 Increase Ped/Bike Safety 176 Coral Gables Granada Blvd and Convenience C5 - Urban Center Ped/trail crossing ahead signage for right turn vehicles FDOT $1,300

96 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Improve Access to 150 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Repaint pavement markings Both N/A Improve Access to 151 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Repave parking facility Both N/A Improve Access to Add sidewalks east side of Ponce De Leon Boulevard from Red Rd to 152 Coral Gables University Metrorail Station Transit by All Modes C5 - Urban Center Granada Bld. Both $537,140

Improve Access to Add sharrows on Ponce de Leon from Red Road to Grand Ave connecting 153 Coral Gables University Metrorail Station C5 - Urban Center Station to Baseball Stadium and University and general and for logical Both $33,370 Transit by All Modes termini. Add sharrows on San Amaro. Install retroreflective tape to the signal backplates for the US 1 NB lanes, 154 Coral Gables Mariposa Ct Reduce Auto Crashes C5 - Urban Center supplement with advance Signal Ahead warning signs on both US 1 Both $3,860 approaches Increase Ped/Bike Safety Mark and sign bike access with green paint, wayfinding from pedestrian 155 Coral Gables Mariposa Ct and Convenience C5 - Urban Center bridge to M-Path/Underline access FDOT $5,870 Install Advance Signal Ahead warning sign for US 1 SB/NB lanes + flashing 156 Coral Gables Mariposa Ct Reduce Auto Crashes C5 - Urban Center beacons FDOT $3,540 Increase Ped/Bike Safety 157 Coral Gables Turin St and Convenience C5 - Urban Center Install advance guide signs for intersection and major destinations FDOT $2,600 Increase Ped/Bike Safety 158 Coral Gables Turin St and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,840 Increase Ped/Bike Safety Signalize intersection and install pedestrian crossing along the south leg of 159 Coral Gables Turin St and Convenience C5 - Urban Center the intersection Both $304,800 160 Coral Gables Stanford Dr / Augusto St Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 161 Coral Gables Stanford Dr / Augusto St Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $17,340 162 Coral Gables Stanford Dr / Augusto St Reduce Auto Crashes C5 - Urban Center Install advance guide signs + wayfinding signs on US 1 for Stanford Dr Both $5,210 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 163 Coral Gables Stanford Dr / Augusto St and Convenience C5 - Urban Center access FDOT $6,530 Increase Ped/Bike Safety 164 Coral Gables Stanford Dr / Augusto St and Convenience C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,330 165 Coral Gables Marius St Reduce Auto Crashes C5 - Urban Center Install advance guide signs for intersection and major destinations FDOT $3,900 Increase Ped/Bike Safety 166 Coral Gables Marius St and Convenience C5 - Urban Center Upgrade pedestrian ramps on East leg for ADA compliance FDOT $1,180 Increase Ped/Bike Safety 167 Coral Gables Marius St and Convenience C5 - Urban Center Widen crosswalk on east leg and install high visibility crosswalk markings FDOT $7,820 168 Coral Gables Granada Blvd Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 169 Coral Gables Granada Blvd Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $16,080 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 170 Coral Gables Granada Blvd and Convenience C5 - Urban Center access FDOT $6,720 Increase Ped/Bike Safety Install green paint markings across Ponce de Leon to alert users of 171 Coral Gables Granada Blvd and Convenience C5 - Urban Center M-Path/Underline access FDOT $3,270 172 Coral Gables Granada Blvd Reduce Auto Crashes C5 - Urban Center Install advance guide signs for Granada Blvd on US 1 FDOT $2,600 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 173 Coral Gables Granada Blvd and Convenience C5 - Urban Center legs FDOT $560 Increase Ped/Bike Safety 174 Coral Gables Granada Blvd and Convenience C5 - Urban Center Install high visibility crosswalk on north leg FDOT $7,430 Increase Ped/Bike Safety 175 Coral Gables Granada Blvd and Convenience C5 - Urban Center Upgrade pedestrian ramps for ADA compliance FDOT $4,700 Increase Ped/Bike Safety 176 Coral Gables Granada Blvd and Convenience C5 - Urban Center Ped/trail crossing ahead signage for right turn vehicles FDOT $1,300

WWW.FDOTMIAMIDADE.COM/US1SOUTH 97 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95

CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 177 Coral Gables Miller Road and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $7,040 Increase Ped/Bike Safety 178 Coral Gables Orduna Ct and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety 179 Coral Gables Orduna Ct and Convenience C4 - Urban General Install “Right Turns Yield to Ped” signing for NB RT FDOT $1,300 Increase Ped/Bike Safety 180 Coral Gables Orduna Ct and Convenience C4 - Urban General Upgrade pedestrian ramps on SE corner for ADA compliance FDOT $1,180 Increase Ped/Bike Safety 181 Coral Gables Orduna Ct and Convenience C4 - Urban General Widen sidewalk on east leg FDOT $137,290 Reduce Effects of 182 Coral Gables Orduna Ct Congestion C4 - Urban General Change to RIRO from Orduna Dr. Reroute traffic through Orduna Ct. Both $25,000 Increase Ped/Bike Safety 183 Coral Gables Orduna Ct and Convenience C4 - Urban General Install green paint markings on bridge connection to indicate bike path FDOT $2,110 Increase Ped/Bike Safety Provide a dedicated ped/pike connection across the canal bridge just 184 Coral Gables Orduna Ct and Convenience C4 - Urban General north of the intersection on eastern side of bridge Both N/A Increase Ped/Bike Safety 185 Coral Gables Orduna Ct and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety 186 Coral Gables Orduna Ct and Convenience C4 - Urban General Upgrade pedestrian ramps on SE corner for ADA compliance FDOT $1,180 187 Coral Gables Riviera Dr Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 188 Coral Gables Riviera Dr and Convenience C4 - Urban General legs FDOT $650 Increase Ped/Bike Safety Install 10-foot side path on the north side of Riviera Dr to provide trail 189 Coral Gables Riviera Dr and Convenience C4 - Urban General connection on east side of US 1 FDOT $1,150 Increase Ped/Bike Safety Install green paint markings across Ponce de Leon to alert users of 190 Coral Gables Riviera Dr and Convenience C4 - Urban General M-Path/Underline access FDOT $3,270 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 191 Coral Gables Riviera Dr and Convenience C4 - Urban General access FDOT $6,720 Increase Ped/Bike Safety 192 Coral Gables Riviera Dr and Convenience C4 - Urban General Install high visibility crosswalk markings on south and west legs FDOT $15,060 Increase Ped/Bike Safety 193 Coral Gables Riviera Dr and Convenience C4 - Urban General Install high visibility crosswalks on north leg FDOT $14,670 Increase Ped/Bike Safety 194 Coral Gables Maggiore St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,840 Increase Ped/Bike Safety 195 Coral Gables Maggiore St and Convenience C4 - Urban General Install bike pavement markings and signage along Maggiore FDOT $7,830 Increase Ped/Bike Safety Signalize intersection and install pedestrian crossing along the south and 196 Coral Gables Rosaro Ave and Convenience C4 - Urban General north legs of the intersection Both $1,660 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 197 Coral Gables Rosaro Ave and Convenience C4 - Urban General access (along proposed actuated pedestrian crossing) FDOT $3,270 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 198 Coral Gables Rosaro Ave and Convenience C4 - Urban General the M-Path/Underline FDOT $3,080 199 Coral Gables SW 42 Ave / LeJeune Rd Reduce Auto Crashes C4 - Urban General Install delineators between the NB LT and through lanes FDOT $3,810 Reduce Effects of Consider lengthening the auxiliary lane for better lane utilization on SW 42 200 Coral Gables SW 42 Ave / LeJeune Rd Congestion C4 - Urban General Avenue for the EB lane/merge area on the east leg of the intersection. FDOT $620 201 Coral Gables SW 42 Ave / LeJeune Rd Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 202 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General legs FDOT $1,210

98 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 177 Coral Gables Miller Road and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $7,040 Increase Ped/Bike Safety 178 Coral Gables Orduna Ct and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety 179 Coral Gables Orduna Ct and Convenience C4 - Urban General Install “Right Turns Yield to Ped” signing for NB RT FDOT $1,300 Increase Ped/Bike Safety 180 Coral Gables Orduna Ct and Convenience C4 - Urban General Upgrade pedestrian ramps on SE corner for ADA compliance FDOT $1,180 Increase Ped/Bike Safety 181 Coral Gables Orduna Ct and Convenience C4 - Urban General Widen sidewalk on east leg FDOT $137,290 Reduce Effects of 182 Coral Gables Orduna Ct Congestion C4 - Urban General Change to RIRO from Orduna Dr. Reroute traffic through Orduna Ct. Both $25,000 Increase Ped/Bike Safety 183 Coral Gables Orduna Ct and Convenience C4 - Urban General Install green paint markings on bridge connection to indicate bike path FDOT $2,110 Increase Ped/Bike Safety Provide a dedicated ped/pike connection across the canal bridge just 184 Coral Gables Orduna Ct and Convenience C4 - Urban General north of the intersection on eastern side of bridge Both N/A Increase Ped/Bike Safety 185 Coral Gables Orduna Ct and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 Increase Ped/Bike Safety 186 Coral Gables Orduna Ct and Convenience C4 - Urban General Upgrade pedestrian ramps on SE corner for ADA compliance FDOT $1,180 187 Coral Gables Riviera Dr Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 188 Coral Gables Riviera Dr and Convenience C4 - Urban General legs FDOT $650 Increase Ped/Bike Safety Install 10-foot side path on the north side of Riviera Dr to provide trail 189 Coral Gables Riviera Dr and Convenience C4 - Urban General connection on east side of US 1 FDOT $1,150 Increase Ped/Bike Safety Install green paint markings across Ponce de Leon to alert users of 190 Coral Gables Riviera Dr and Convenience C4 - Urban General M-Path/Underline access FDOT $3,270 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 191 Coral Gables Riviera Dr and Convenience C4 - Urban General access FDOT $6,720 Increase Ped/Bike Safety 192 Coral Gables Riviera Dr and Convenience C4 - Urban General Install high visibility crosswalk markings on south and west legs FDOT $15,060 Increase Ped/Bike Safety 193 Coral Gables Riviera Dr and Convenience C4 - Urban General Install high visibility crosswalks on north leg FDOT $14,670 Increase Ped/Bike Safety 194 Coral Gables Maggiore St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,840 Increase Ped/Bike Safety 195 Coral Gables Maggiore St and Convenience C4 - Urban General Install bike pavement markings and signage along Maggiore FDOT $7,830 Increase Ped/Bike Safety Signalize intersection and install pedestrian crossing along the south and 196 Coral Gables Rosaro Ave and Convenience C4 - Urban General north legs of the intersection Both $1,660 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 197 Coral Gables Rosaro Ave and Convenience C4 - Urban General access (along proposed actuated pedestrian crossing) FDOT $3,270 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 198 Coral Gables Rosaro Ave and Convenience C4 - Urban General the M-Path/Underline FDOT $3,080 199 Coral Gables SW 42 Ave / LeJeune Rd Reduce Auto Crashes C4 - Urban General Install delineators between the NB LT and through lanes FDOT $3,810 Reduce Effects of Consider lengthening the auxiliary lane for better lane utilization on SW 42 200 Coral Gables SW 42 Ave / LeJeune Rd Congestion C4 - Urban General Avenue for the EB lane/merge area on the east leg of the intersection. FDOT $620 201 Coral Gables SW 42 Ave / LeJeune Rd Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $2,480 Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 202 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General legs FDOT $1,210

WWW.FDOTMIAMIDADE.COM/US1SOUTH 99 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety Remove channelized NB channelized right turn lane and prohibit the 203 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General movement Both $6,090 Increase Ped/Bike Safety 204 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General Install a No Right Turn (R3-1) sign on the southeast corner of intersection FDOT $1,300 Increase Ped/Bike Safety Reconstruct NW corner to connect adjacent island with curb; maintain 205 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General pedestrian access and ADA compliant ramps in new design FDOT $1,180 Increase Ped/Bike Safety 206 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General Install high visibility crosswalk on south leg FDOT $7,630 Increase Ped/Bike Safety 207 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General Relocate the Fairchild Tropical Garden sign along the US 1 NB Lanes FDOT $390 Increase Ped/Bike Safety Add green skip bike crossing across US 1 for access to proposed path on 208 Coral Gables Grand Ave and Convenience C5 - Urban Center east side of US 1 FDOT $5,960 Increase Ped/Bike Safety Between Grand Ave and Florida Ave on east side of US 1, widen sidewalk 209 Coral Gables Grand Ave and Convenience C5 - Urban Center and sign as bike route connection FDOT $18,880 Change LTs from perm+prot to Prot ONLY for the approaches on Grand 210 Coral Gables Grand Ave Reduce Auto Crashes C5 - Urban Center Ave Both $2,480 211 Coral Gables Grand Ave Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $6,930 Increase Ped/Bike Safety 212 Coral Gables Grand Ave and Convenience C5 - Urban Center Install a z-crossing crosswalk on south leg (see Bird Rd south leg) FDOT $8,140 Increase Ped/Bike Safety 213 Coral Gables Grand Ave and Convenience C5 - Urban Center Upgrade pedestrian ramps for ADA compliance FDOT $3,530 Increase Ped/Bike Safety Remove WB channelized right turn lane from Grand Avenue and prohibit 214 Coral Gables Grand Ave and Convenience C5 - Urban Center the movement Both $4,870 Increase Ped/Bike Safety 215 Coral Gables Florida Avenue and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,350 Ponce De Leon Blvd / Oak 216 Coral Gables Ave / Jefferson St Reduce Auto Crashes C5 - Urban Center Explore closure of Jefferson St access to intersection Both $16,280 Ponce De Leon Blvd / Oak Increase Ped/Bike Safety 217 Coral Gables Ave / Jefferson St and Convenience C5 - Urban Center Install high visibility crosswalks on north and south legs FDOT $14,470 Ponce De Leon Blvd / Oak Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 218 Coral Gables Ave / Jefferson St and Convenience C5 - Urban Center legs FDOT $650 Ponce De Leon Blvd / Oak 219 Coral Gables Ave / Jefferson St Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Both $2,480 1) (south of Brooker) Install actuated pedestrian crossing on US 1 south Increase Ped/Bike Safety of Brooker St for pedestrian and bicycle crossings to/from the M-Path/ 220 Coral Gables Brooker St** and Convenience C5 - Urban Center Underline and 2) Provide access for pedestrian and bicycle crossings to Both $311,730 the M-Path/Underline from US 1 Increase Ped/Bike Safety Install high visibility crosswalk markings and upgrade pedestrian ramps for 221 Coral Gables Brooker St** and Convenience C5 - Urban Center ADA compliance FDOT $1,760 Douglas Road Metrorail Improve Access to Explore opportunities to expand the facility and/or provide satellite 222 Miami Station Transit by All Modes C5 - Urban Center parking to accommodate current and future demand Both N/A Douglas Road Metrorail Improve Access to Install additional lighting fixtures to enhance safety in the parking lot 223 Miami Station Transit by All Modes C5 - Urban Center (pedestrian plazas at base of pedestrian bridge lack visibility for security) Both $86,780 Douglas Road Metrorail Improve Access to 224 Miami Station Transit by All Modes C5 - Urban Center Add emergency call phone Both N/A Douglas Road Metrorail Improve Access to 225 Miami Station Transit by All Modes C5 - Urban Center Relocated trail etiquette and information sign in a more visible location Both N/A Douglas Road Metrorail Improve Access to 226 Miami Station Transit by All Modes C5 - Urban Center Repair abandoned playing area under the Metrorail Both N/A Douglas Road Metrorail Improve Access to Add more seats in the bus zone and improve bus stop facility (passengers 227 Miami Station Transit by All Modes C5 - Urban Center standing and in direct sun light) Both N/A 100 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety Remove channelized NB channelized right turn lane and prohibit the 203 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General movement Both $6,090 Increase Ped/Bike Safety 204 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General Install a No Right Turn (R3-1) sign on the southeast corner of intersection FDOT $1,300 Increase Ped/Bike Safety Reconstruct NW corner to connect adjacent island with curb; maintain 205 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General pedestrian access and ADA compliant ramps in new design FDOT $1,180 Increase Ped/Bike Safety 206 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General Install high visibility crosswalk on south leg FDOT $7,630 Increase Ped/Bike Safety 207 Coral Gables SW 42 Ave / LeJeune Rd and Convenience C4 - Urban General Relocate the Fairchild Tropical Garden sign along the US 1 NB Lanes FDOT $390 Increase Ped/Bike Safety Add green skip bike crossing across US 1 for access to proposed path on 208 Coral Gables Grand Ave and Convenience C5 - Urban Center east side of US 1 FDOT $5,960 Increase Ped/Bike Safety Between Grand Ave and Florida Ave on east side of US 1, widen sidewalk 209 Coral Gables Grand Ave and Convenience C5 - Urban Center and sign as bike route connection FDOT $18,880 Change LTs from perm+prot to Prot ONLY for the approaches on Grand 210 Coral Gables Grand Ave Reduce Auto Crashes C5 - Urban Center Ave Both $2,480 211 Coral Gables Grand Ave Reduce Auto Crashes C5 - Urban Center Install retroreflective signal backplates on all approaches Both $6,930 Increase Ped/Bike Safety 212 Coral Gables Grand Ave and Convenience C5 - Urban Center Install a z-crossing crosswalk on south leg (see Bird Rd south leg) FDOT $8,140 Increase Ped/Bike Safety 213 Coral Gables Grand Ave and Convenience C5 - Urban Center Upgrade pedestrian ramps for ADA compliance FDOT $3,530 Increase Ped/Bike Safety Remove WB channelized right turn lane from Grand Avenue and prohibit 214 Coral Gables Grand Ave and Convenience C5 - Urban Center the movement Both $4,870 Increase Ped/Bike Safety 215 Coral Gables Florida Avenue and Convenience C5 - Urban Center Install high visibility crosswalk markings on east leg FDOT $6,350 Ponce De Leon Blvd / Oak 216 Coral Gables Ave / Jefferson St Reduce Auto Crashes C5 - Urban Center Explore closure of Jefferson St access to intersection Both $16,280 Ponce De Leon Blvd / Oak Increase Ped/Bike Safety 217 Coral Gables Ave / Jefferson St and Convenience C5 - Urban Center Install high visibility crosswalks on north and south legs FDOT $14,470 Ponce De Leon Blvd / Oak Increase Ped/Bike Safety Extend/build out median to provide pedestrian refuge on north and south 218 Coral Gables Ave / Jefferson St and Convenience C5 - Urban Center legs FDOT $650 Ponce De Leon Blvd / Oak 219 Coral Gables Ave / Jefferson St Reduce Auto Crashes C5 - Urban Center Change LTs from perm+prot to Prot ONLY for NB and SB lanes Both $2,480 1) (south of Brooker) Install actuated pedestrian crossing on US 1 south Increase Ped/Bike Safety of Brooker St for pedestrian and bicycle crossings to/from the M-Path/ 220 Coral Gables Brooker St** and Convenience C5 - Urban Center Underline and 2) Provide access for pedestrian and bicycle crossings to Both $311,730 the M-Path/Underline from US 1 Increase Ped/Bike Safety Install high visibility crosswalk markings and upgrade pedestrian ramps for 221 Coral Gables Brooker St** and Convenience C5 - Urban Center ADA compliance FDOT $1,760 Douglas Road Metrorail Improve Access to Explore opportunities to expand the facility and/or provide satellite 222 Miami Station Transit by All Modes C5 - Urban Center parking to accommodate current and future demand Both N/A Douglas Road Metrorail Improve Access to Install additional lighting fixtures to enhance safety in the parking lot 223 Miami Station Transit by All Modes C5 - Urban Center (pedestrian plazas at base of pedestrian bridge lack visibility for security) Both $86,780 Douglas Road Metrorail Improve Access to 224 Miami Station Transit by All Modes C5 - Urban Center Add emergency call phone Both N/A Douglas Road Metrorail Improve Access to 225 Miami Station Transit by All Modes C5 - Urban Center Relocated trail etiquette and information sign in a more visible location Both N/A Douglas Road Metrorail Improve Access to 226 Miami Station Transit by All Modes C5 - Urban Center Repair abandoned playing area under the Metrorail Both N/A Douglas Road Metrorail Improve Access to Add more seats in the bus zone and improve bus stop facility (passengers 227 Miami Station Transit by All Modes C5 - Urban Center standing and in direct sun light) Both N/A WWW.FDOTMIAMIDADE.COM/US1SOUTH 101 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Douglas Road Metrorail Improve Access to Implement Pedestrian Activated In-Road Lighting at Peacock Avenue 228 Miami Station Transit by All Modes C5 - Urban Center pedestrian crossing. Both $12,000 Douglas Road Metrorail Improve Access to 229 Miami Station Transit by All Modes C5 - Urban Center Repaint pavement markings and parking space numbers Both N/A Douglas Road Metrorail Improve Access to 230 Miami Station Transit by All Modes C5 - Urban Center Repave parking lot Both N/A Improve connection to M-Path/Underline on north side of station. Very Douglas Road Metrorail Improve Access to circuitous, no wayfinding (add 2 signs). A ped crossing sign exists at 231 Miami Station Transit by All Modes C5 - Urban Center bus entrance and there is no ped crossing (remove sign) and there is no Both $840 crosswalk at bus entrance (add crosswalk). 232 Miami SW 37 Ave / Douglas Rd Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $12,370 233 Miami SW 37 Ave / Douglas Rd Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300 Increase Ped/Bike Safety Consolidate driveways on the southeast corner - current driveway 234 Miami SW 37 Ave / Douglas Rd and Convenience C4 - Urban General configuration being used as a slip lane FDOT $740 SW 37 Ave / Douglas Rd Increase Ped/Bike Safety Install green paint along M-Path/Underline crossing and formalize 235 Miami (340’ N of US 1) and Convenience C4 - Urban General crossing location about 340 feet west of US 1 FDOT $3,840 236 Miami SW 37 Ave / Douglas Rd Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes FDOT $190 Improve Access to On Douglas Road at Metrorail Station egress, install markings and signing 237 Miami SW 37 Ave / Douglas Rd Transit by All Modes C4 - Urban General for M-Path/Underline crossing across Douglas Road Both $4,910 Increase Ped/Bike Safety 238 Miami SW 37 Ave / Douglas Rd and Convenience C4 - Urban General Remove SB channelized right turn lane; RT movement to remain allowed Both $10,150 Reduce Effects of 239 Miami Mundy St Congestion C4 - Urban General Change configuration to RIRO and restrict US 1 SB LT Both $4,340 Signalize intersection and install pedestrian crossing along the south leg of 240 Miami Plaza St Reduce Auto Crashes C4 - Urban General the intersection Both $306,300 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 241 Miami Plaza St and Convenience C4 - Urban General access (along proposed actuated pedestrian crossing) FDOT $3,070 Increase Ped/Bike Safety 242 Miami Carter St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,550 Increase Ped/Bike Safety 243 Miami Carter St and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance FDOT $1,180 Increase Ped/Bike Safety 244 Miami SW 40 Ave / Bird Rd and Convenience C4 - Urban General Install high visibility crosswalk on east leg FDOT $7,140 Increase Ped/Bike Safety 245 Miami SW 40 Ave / Bird Rd and Convenience C4 - Urban General Install high visibility crosswalk with pedestrian refuge on north leg Both $8,940 246 Miami SW 40 Ave / Bird Rd Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300 Remove channelized right turn lane along SW 40 St WB; RT movement to 247 Miami SW 40 Ave / Bird Rd Reduce Auto Crashes C4 - Urban General remain allowed. FDOT $7,390 SW 40 Ave / Bird Rd (585’ Increase Ped/Bike Safety 248 Miami north of intersection) and Convenience C4 - Urban General Install raised crosswalk across exclusive Right Turn lane FDOT $3,540 Increase Ped/Bike Safety 249 Miami W Trade Ave and Convenience C4 - Urban General Increase size of pedestrian refuge FDOT $5,480

Increase Ped/Bike Safety Push sidewalk back by 1-foot. Install a Pedestrian Warning (W11-2) sign 250 Miami W Trade Ave C4 - Urban General with a supplemental (W16-7P) plaque on the North corner of intersection/ FDOT $9,790 and Convenience south corner of the pedestrian refuge. Relocate chevron striping to the northeast side of the approach to push 251 Miami W Trade Ave Reduce Auto Crashes C4 - Urban General vehicles to the southwest and reduce the potential for curb damage from FDOT $780 vehicle tracking. See 28 Terrace for guidance. 252 Miami SW 32 Ave / McDonald St Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for SB and NB lanes Partner $1,240 253 Miami SW 32 Ave / McDonald St Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300

102 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Douglas Road Metrorail Improve Access to Implement Pedestrian Activated In-Road Lighting at Peacock Avenue 228 Miami Station Transit by All Modes C5 - Urban Center pedestrian crossing. Both $12,000 Douglas Road Metrorail Improve Access to 229 Miami Station Transit by All Modes C5 - Urban Center Repaint pavement markings and parking space numbers Both N/A Douglas Road Metrorail Improve Access to 230 Miami Station Transit by All Modes C5 - Urban Center Repave parking lot Both N/A Improve connection to M-Path/Underline on north side of station. Very Douglas Road Metrorail Improve Access to circuitous, no wayfinding (add 2 signs). A ped crossing sign exists at 231 Miami Station Transit by All Modes C5 - Urban Center bus entrance and there is no ped crossing (remove sign) and there is no Both $840 crosswalk at bus entrance (add crosswalk). 232 Miami SW 37 Ave / Douglas Rd Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $12,370 233 Miami SW 37 Ave / Douglas Rd Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300 Increase Ped/Bike Safety Consolidate driveways on the southeast corner - current driveway 234 Miami SW 37 Ave / Douglas Rd and Convenience C4 - Urban General configuration being used as a slip lane FDOT $740 SW 37 Ave / Douglas Rd Increase Ped/Bike Safety Install green paint along M-Path/Underline crossing and formalize 235 Miami (340’ N of US 1) and Convenience C4 - Urban General crossing location about 340 feet west of US 1 FDOT $3,840 236 Miami SW 37 Ave / Douglas Rd Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes FDOT $190 Improve Access to On Douglas Road at Metrorail Station egress, install markings and signing 237 Miami SW 37 Ave / Douglas Rd Transit by All Modes C4 - Urban General for M-Path/Underline crossing across Douglas Road Both $4,910 Increase Ped/Bike Safety 238 Miami SW 37 Ave / Douglas Rd and Convenience C4 - Urban General Remove SB channelized right turn lane; RT movement to remain allowed Both $10,150 Reduce Effects of 239 Miami Mundy St Congestion C4 - Urban General Change configuration to RIRO and restrict US 1 SB LT Both $4,340 Signalize intersection and install pedestrian crossing along the south leg of 240 Miami Plaza St Reduce Auto Crashes C4 - Urban General the intersection Both $306,300 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 241 Miami Plaza St and Convenience C4 - Urban General access (along proposed actuated pedestrian crossing) FDOT $3,070 Increase Ped/Bike Safety 242 Miami Carter St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,550 Increase Ped/Bike Safety 243 Miami Carter St and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance FDOT $1,180 Increase Ped/Bike Safety 244 Miami SW 40 Ave / Bird Rd and Convenience C4 - Urban General Install high visibility crosswalk on east leg FDOT $7,140 Increase Ped/Bike Safety 245 Miami SW 40 Ave / Bird Rd and Convenience C4 - Urban General Install high visibility crosswalk with pedestrian refuge on north leg Both $8,940 246 Miami SW 40 Ave / Bird Rd Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300 Remove channelized right turn lane along SW 40 St WB; RT movement to 247 Miami SW 40 Ave / Bird Rd Reduce Auto Crashes C4 - Urban General remain allowed. FDOT $7,390 SW 40 Ave / Bird Rd (585’ Increase Ped/Bike Safety 248 Miami north of intersection) and Convenience C4 - Urban General Install raised crosswalk across exclusive Right Turn lane FDOT $3,540 Increase Ped/Bike Safety 249 Miami W Trade Ave and Convenience C4 - Urban General Increase size of pedestrian refuge FDOT $5,480

Increase Ped/Bike Safety Push sidewalk back by 1-foot. Install a Pedestrian Warning (W11-2) sign 250 Miami W Trade Ave C4 - Urban General with a supplemental (W16-7P) plaque on the North corner of intersection/ FDOT $9,790 and Convenience south corner of the pedestrian refuge. Relocate chevron striping to the northeast side of the approach to push 251 Miami W Trade Ave Reduce Auto Crashes C4 - Urban General vehicles to the southwest and reduce the potential for curb damage from FDOT $780 vehicle tracking. See 28 Terrace for guidance. 252 Miami SW 32 Ave / McDonald St Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for SB and NB lanes Partner $1,240 253 Miami SW 32 Ave / McDonald St Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300

WWW.FDOTMIAMIDADE.COM/US1SOUTH 103 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST SW 32 Ave / McDonald St Increase Ped/Bike Safety Install raised crosswalk across exclusive Right Turn lane onto private 254 Miami (375’ north of intersection) and Convenience C4 - Urban General driveway (Home Depot driveway) FDOT $4,420 Increase Ped/Bike Safety 255 Miami Bridgeport Ave and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance FDOT $1,180 256 Miami Virginia St Reduce Auto Crashes C4 - Urban General Signalize intersection Both $304,800 Increase Ped/Bike Safety 257 Miami Virginia St and Convenience C4 - Urban General Install high visibility crosswalk on south leg FDOT $7,140 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 258 Miami Virginia St and Convenience C4 - Urban General the M-Path/Underline Both $1,920 Coconut Grove Metrorail Improve Access to 259 Miami Station Transit by All Modes C4 - Urban General Repave parking lot and address issues with tree roots Both N/A Coconut Grove Metrorail Improve Access to Implement Pedestrian Activated In-Road Lighting at SW 27 Terrace 260 Miami Station Transit by All Modes C4 - Urban General pedestrian crossing Both $12,000 Coconut Grove Metrorail Improve Access to 261 Miami Station Transit by All Modes C4 - Urban General Fix broken fence parallel to US 1 Both N/A Coconut Grove Metrorail Improve Access to 262 Miami Station Transit by All Modes C4 - Urban General Repair ADA access Both N/A Coconut Grove Metrorail Improve Access to 263 Miami Station Transit by All Modes C4 - Urban General Increase number of ADA spaces Both N/A Coconut Grove Metrorail Improve Access to 264 Miami Station Transit by All Modes C4 - Urban General Repaint pavement markings Both N/A Coconut Grove Metrorail Improve Access to 265 Miami Station Transit by All Modes C4 - Urban General Provide longer crossing time for pedestrians Partner N/A Coconut Grove Metrorail Improve Access to 266 Miami Station Transit by All Modes C4 - Urban General Remove graffiti Both N/A Coconut Grove Metrorail Improve Access to 267 Miami Station Transit by All Modes C4 - Urban General Install additional lighting in parking lot and bus stop Both $75,380 Coconut Grove Metrorail Improve Access to 268 Miami Station Transit by All Modes C4 - Urban General Add more seats in the bus zone Both N/A 269 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General Install delineators between the SB LT and through lanes FDOT $2,380 Conduct Maintenancework for the intersection advance guide signs 270 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General (SIGNAL AHEAD). FDOT $2,600 271 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 Increase Ped/Bike Safety 272 Miami SW 27 Ave and Convenience C4 - Urban General Extend/build out median to provide pedestrian refuge on all legs FDOT $650 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 273 Miami SW 27 Ave and Convenience C4 - Urban General access FDOT $6,340 274 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes FDOT $190

Increase Ped/Bike Safety Remove US 1 SB PEDESTRIAN warning sign (W11-2 and W16-7P) and 275 Miami SW 27 Ave C4 - Urban General replace with TURNING VEHICLES YIELD TO PEDESTRIANS sign (R10-15R) FDOT $2,230 and Convenience - between Stations 1435 and 1436 Increase Ped/Bike Safety 276 Miami SW 26 Ave and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 277 Miami SW 27 Terr / Secoffee Terr Reduce Auto Crashes C4 - Urban General Improve guide signs in advance of intersection (NB on US 1) FDOT $1,300 Increase Ped/Bike Safety 278 Miami SW 23 Ave / Kirk St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 279 Miami SW 22 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $1,240 280 Miami SW 22 Ave Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,930

104 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST SW 32 Ave / McDonald St Increase Ped/Bike Safety Install raised crosswalk across exclusive Right Turn lane onto private 254 Miami (375’ north of intersection) and Convenience C4 - Urban General driveway (Home Depot driveway) FDOT $4,420 Increase Ped/Bike Safety 255 Miami Bridgeport Ave and Convenience C4 - Urban General Upgrade pedestrian ramps for ADA compliance FDOT $1,180 256 Miami Virginia St Reduce Auto Crashes C4 - Urban General Signalize intersection Both $304,800 Increase Ped/Bike Safety 257 Miami Virginia St and Convenience C4 - Urban General Install high visibility crosswalk on south leg FDOT $7,140 Increase Ped/Bike Safety Provide access across US 1 for pedestrian and bicycle crossings to/from 258 Miami Virginia St and Convenience C4 - Urban General the M-Path/Underline Both $1,920 Coconut Grove Metrorail Improve Access to 259 Miami Station Transit by All Modes C4 - Urban General Repave parking lot and address issues with tree roots Both N/A Coconut Grove Metrorail Improve Access to Implement Pedestrian Activated In-Road Lighting at SW 27 Terrace 260 Miami Station Transit by All Modes C4 - Urban General pedestrian crossing Both $12,000 Coconut Grove Metrorail Improve Access to 261 Miami Station Transit by All Modes C4 - Urban General Fix broken fence parallel to US 1 Both N/A Coconut Grove Metrorail Improve Access to 262 Miami Station Transit by All Modes C4 - Urban General Repair ADA access Both N/A Coconut Grove Metrorail Improve Access to 263 Miami Station Transit by All Modes C4 - Urban General Increase number of ADA spaces Both N/A Coconut Grove Metrorail Improve Access to 264 Miami Station Transit by All Modes C4 - Urban General Repaint pavement markings Both N/A Coconut Grove Metrorail Improve Access to 265 Miami Station Transit by All Modes C4 - Urban General Provide longer crossing time for pedestrians Partner N/A Coconut Grove Metrorail Improve Access to 266 Miami Station Transit by All Modes C4 - Urban General Remove graffiti Both N/A Coconut Grove Metrorail Improve Access to 267 Miami Station Transit by All Modes C4 - Urban General Install additional lighting in parking lot and bus stop Both $75,380 Coconut Grove Metrorail Improve Access to 268 Miami Station Transit by All Modes C4 - Urban General Add more seats in the bus zone Both N/A 269 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General Install delineators between the SB LT and through lanes FDOT $2,380 Conduct Maintenancework for the intersection advance guide signs 270 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General (SIGNAL AHEAD). FDOT $2,600 271 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 Increase Ped/Bike Safety 272 Miami SW 27 Ave and Convenience C4 - Urban General Extend/build out median to provide pedestrian refuge on all legs FDOT $650 Increase Ped/Bike Safety Install green paint markings across US 1 to alert users of M-Path/Underline 273 Miami SW 27 Ave and Convenience C4 - Urban General access FDOT $6,340 274 Miami SW 27 Ave Reduce Auto Crashes C4 - Urban General Install white skip guidelines pavement markings for US 1 through lanes FDOT $190

Increase Ped/Bike Safety Remove US 1 SB PEDESTRIAN warning sign (W11-2 and W16-7P) and 275 Miami SW 27 Ave C4 - Urban General replace with TURNING VEHICLES YIELD TO PEDESTRIANS sign (R10-15R) FDOT $2,230 and Convenience - between Stations 1435 and 1436 Increase Ped/Bike Safety 276 Miami SW 26 Ave and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 277 Miami SW 27 Terr / Secoffee Terr Reduce Auto Crashes C4 - Urban General Improve guide signs in advance of intersection (NB on US 1) FDOT $1,300 Increase Ped/Bike Safety 278 Miami SW 23 Ave / Kirk St and Convenience C4 - Urban General Install high visibility crosswalk markings on east leg FDOT $6,940 279 Miami SW 22 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB and SB lanes Partner $1,240 280 Miami SW 22 Ave Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,930

WWW.FDOTMIAMIDADE.COM/US1SOUTH 105 Table A.2.1 US 1 Corridor Study Team Recommendations from SR 94/SW 88 Street/Kendall Drive to SR9/I-95

CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 281 Miami SW 22 Ave and Convenience C4 - Urban General Install high visibility crosswalk markings on east and south legs FDOT $6,940 Increase Ped/Bike Safety 282 Miami SW 22 Ave and Convenience C4 - Urban General Install high visibility crosswalk on north leg FDOT $7,230 283 Miami SW 19 Ave / Natoma St Reduce Auto Crashes C4 - Urban General Change to RIRO from SW 19 Ave and maintain NB LT from US 1 Both $13,040 Increase Ped/Bike Safety Install green paint markings for the M-Path/Underline crossing located 50 284 Miami SW 19 Ave / Natoma St and Convenience C4 - Urban General feet west of the intersection FDOT $2,690 Increase Ped/Bike Safety Replace existing TRAIL X-ING sign on the US 1 SB lanes (NW intersection 285 Miami SW 19 Ave / Natoma St and Convenience C4 - Urban General corner) with MUTCD R10-15R FDOT $1,770 286 Miami SW 17 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 287 Miami SW 17 Ave Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300 Increase Ped/Bike Safety 288 Miami SW 17 Ave and Convenience C4 - Urban General Install high visibility crosswalk on south leg FDOT $7,230 Increase Ped/Bike Safety Replace the No Turn on Red static sign (R10-11a) with No Turn on Red/ 289 Miami SW 17 Ave and Convenience C4 - Urban General Yield to Peds blank out LED sign on WB approach Both $9,580 290 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB lanes Partner $1,240 291 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $4,410 Install No Right Turn on Red (R10-11) blank out LED sign on the signal for 292 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General SW 16 Street SB traffic Both $9,120 Improve Access to 293 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Repaint markings in pick-up and drop-off area Both N/A Improve Access to 294 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Repave facility Both N/A Improve Access to 295 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Fix exposed sprinkler and add lighting Both N/A Improve Access to 296 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Correct slanted bollard Both N/A Improve Access to 297 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Add pedestrian crossing connecting parking lot to station Both N/A Improve Access to 298 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Improve external wayfinding signage Both $3,900 Improve Access to 299 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Fix ADA sign post and improve ADA access Both N/A Improve Access to Implement Pedestrian Activated In-Road Lighting at employment center 300 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General on Coral Way at SW 32 Rd and on S Miami Ave at SW 32 Road Both $105,600 Improve Access to 301 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General SW 32 Road 7’ Buffered Bike Lane from Station to Coral Way Both $4,500 Improve Access to SW 32 Road across from Vizcaya Museum Bike Sharing Platform sidewalk 302 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General repairs Both N/A NOTES: N/A = Not applicable or cost data not available at the planning-level phase LPI = Leading Pedestrian Interval AR + Y = All red plus yellow clearance interval Prot + Perm = Protected plus permissive signal phasing Grey shading = limits overlap with another planned project * Further coordination and agreement among maintaining agencies will be required for implementation ** Intersection under two municipalities’ jurisdictions + Recommendation has been implemented within the subject study timeline

106 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95 CONTEXT OWNER (FDOT, TOTAL MUNICIPALITY LOCATION NEED CLASSIFICATION STRATEGY RECOMMENDATION PARTNER, BOTH) CAPITAL COST Increase Ped/Bike Safety 281 Miami SW 22 Ave and Convenience C4 - Urban General Install high visibility crosswalk markings on east and south legs FDOT $6,940 Increase Ped/Bike Safety 282 Miami SW 22 Ave and Convenience C4 - Urban General Install high visibility crosswalk on north leg FDOT $7,230 283 Miami SW 19 Ave / Natoma St Reduce Auto Crashes C4 - Urban General Change to RIRO from SW 19 Ave and maintain NB LT from US 1 Both $13,040 Increase Ped/Bike Safety Install green paint markings for the M-Path/Underline crossing located 50 284 Miami SW 19 Ave / Natoma St and Convenience C4 - Urban General feet west of the intersection FDOT $2,690 Increase Ped/Bike Safety Replace existing TRAIL X-ING sign on the US 1 SB lanes (NW intersection 285 Miami SW 19 Ave / Natoma St and Convenience C4 - Urban General corner) with MUTCD R10-15R FDOT $1,770 286 Miami SW 17 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for all approaches Partner $4,960 287 Miami SW 17 Ave Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $6,300 Increase Ped/Bike Safety 288 Miami SW 17 Ave and Convenience C4 - Urban General Install high visibility crosswalk on south leg FDOT $7,230 Increase Ped/Bike Safety Replace the No Turn on Red static sign (R10-11a) with No Turn on Red/ 289 Miami SW 17 Ave and Convenience C4 - Urban General Yield to Peds blank out LED sign on WB approach Both $9,580 290 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General Change LTs from perm+prot to Prot ONLY for NB lanes Partner $1,240 291 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General Install retroreflective signal backplates on all approaches Both $4,410 Install No Right Turn on Red (R10-11) blank out LED sign on the signal for 292 Miami SW 16 Ave Reduce Auto Crashes C4 - Urban General SW 16 Street SB traffic Both $9,120 Improve Access to 293 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Repaint markings in pick-up and drop-off area Both N/A Improve Access to 294 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Repave facility Both N/A Improve Access to 295 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Fix exposed sprinkler and add lighting Both N/A Improve Access to 296 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Correct slanted bollard Both N/A Improve Access to 297 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Add pedestrian crossing connecting parking lot to station Both N/A Improve Access to 298 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Improve external wayfinding signage Both $3,900 Improve Access to 299 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General Fix ADA sign post and improve ADA access Both N/A Improve Access to Implement Pedestrian Activated In-Road Lighting at employment center 300 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General on Coral Way at SW 32 Rd and on S Miami Ave at SW 32 Road Both $105,600 Improve Access to 301 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General SW 32 Road 7’ Buffered Bike Lane from Station to Coral Way Both $4,500 Improve Access to SW 32 Road across from Vizcaya Museum Bike Sharing Platform sidewalk 302 Miami Vizcaya Metrorail Station Transit by All Modes C4 - Urban General repairs Both N/A NOTES: N/A = Not applicable or cost data not available at the planning-level phase LPI = Leading Pedestrian Interval AR + Y = All red plus yellow clearance interval Prot + Perm = Protected plus permissive signal phasing Grey shading = limits overlap with another planned project * Further coordination and agreement among maintaining agencies will be required for implementation ** Intersection under two municipalities’ jurisdictions + Recommendation has been implemented within the subject study timeline

WWW.FDOTMIAMIDADE.COM/US1SOUTH 107 TABLE A.2.2 TIER 2 IDENTIFIED STRATEGIES RECOMMENDED TO NOT MOVE FORWARD AT THIS TIME

REASON FOR NOT ADVANCING TO NEXT LOCATION STRATEGY CONSIDERED PHASES Install high visibility Conflict among pedestrian and vehicles present a crosswalk on north leg; potential safety concern. There is an opportunity to provide pedestrian signal connect through an overpass to the adjacent Metrorail 1. Snapper Creek for actuated exclusive station and land uses on the eastside of US 1. Off Ramp pedestrian phase, Install green paint markings across US 1 to alert users of M-Path/Underline access Program Leading Pedestrian Recommendation initially made to accommodate an Interval (LPI) alternative intersection geometry (quadrant roadway). 2. SW 57 Ave / However, due to the heavy turn movements the Red Rd operational/safety benefits and intersection geometry did not justify the removal of the exclusive movement. 3. SW 37 Ave / Remove exclusive SB left Incorporated into RRR. Douglas Rd turn and restrict movement Install high visibility Right-turning volumes do not fall within the criteria crosswalk markings on east identified for the removal of channelized turns. It 4. Plaza St leg would create greater friction for all road users if removed. Remove channelized right Recommendation initially made to accommodate an turn lane along US 1 SB; alternative intersection geometry (quadrant roadway). 5. W 40 Ave / Bird RT movement to remain However, due to the heavy turn movements the Rd allowed. operational/safety benefits and intersection geometry did not justify the removal of the exclusive movement. Remove exclusive NB left Right-turning volumes do not fall within the criteria 6. SW 32 Ave / turn and restrict movement identified for the removal of channelized turns. It McDonald St would create greater friction for all road users if removed. Remove SB channelized Recommendation initially made to accommodate an right turn. SB right alternative intersection geometry (quadrant roadway). 7. SW 27 Ave movement is proposed to However, due to the heavy turn movements the be maintained. operational/safety benefits and intersection geometry did not justify the removal of the exclusive movement. Remove exclusive NB left Low safety justification. 8. SW 27 Ave turn and restrict movement Change to RIRO from SW 23 Right-turning volumes do not fall within the criteria 9. SW 23 Ave / Ave identified for the removal of channelized turns. It Kirk St would create greater friction for all road users if removed. Remove SB channelized Initially requested by the County to improve mobility right turn. SB right toward I-95. The strategy’s benefit and impact needs 10. SW 22 Ave movement is proposed to to be further evaluated across a larger network with be maintained. additional outreach. Remove channelized right turn along US 1 SB; 11. SW 16 Ave RT movement to remain allowed and restrict EB left turn from SW 16 Ave.

108 STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SR 94/SW 88 STREET/KENDALL DRIVE TO SR 9/I-95