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doc16149 US_41_CMASS_Summary.pdf_sa_U_ved_2ahUKEwi0hfC8yO6XAxWkJEQIHa0RJJAQFnoECAoQAQ_usg_AOvVaw1vdJqe5cqp3BOyLa060uyZ_fexp_122108196,122108195.pdf
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"text": "1. Project Purpose ..... 1\n2. Previous Studies ..... 2\n 2.1 FDOT District 1 Studies ..... 2\n 2.2 Sarasota/Manatee MPO Studies ..... 5\n3. Completed Work ..... 7\n4. Timeline ..... 8\n5. Stakeholder Coordination ..... 9\n6. ArcGIS Story Map ..... 9\n7. Existing Conditions Report ..... 10\n 7.1 Data Collection ..... 10\n 7.2 Roadway Characteristics ..... 11\n 7.3 Pedestrian and Bicycle Facilities ..... 12\n 7.4 Transit Service and Infrastructure ..... 13\n 7.5 Land Use Characteristics ..... 13\n 7.6 Demographics ..... 13\n 7.7 Existing Traffic Conditions ..... 14\n 7.8 Safety Analysis ..... 14\n8. Ongoing and Planned Projects ..... 15\n9. Summary of US 41 Corridor Recommendations ..... 16\n10. Next Steps ..... 21",
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"text": "The purpose of the Sarasota/Manatee US 41 Corridor Mobility and Safety Study (CMASS) was to develop concepts and implementation strategies to enhance multimodal mobility (specifically transit services and operations), interconnectivity within adjacent neighborhoods, and safety for all users along the US 41/US 41 Business corridor between University Parkway in Sarasota and 17th Street W in Palmetto. The study area is shown in Figure 1."
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"text": "within the US 41 CMASS study area, FDOT District One and the Sarasota/Manatee Metropolitan Planning Organization (MPO) had already completed 12 previous planning, safety, and mobility studies prior to the start of the US 41 CMASS. The recommendations from these studies, which formed the basis for the US 41 CMASS project, are summarized below."
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"text": "Consider changing the phasing of this intersection. Most of the left turn injury collisions within the intersection occurred when the turning vehicle had a permissive phase and misjudged the distance. Consider changing the left-turn phasing for the northbound and southbound approaches to protected only."
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"text": "Consider installing advanced street name signs along northbound and southbound US 41 as well as along eastbound Florida Boulevard to guide drivers in advance of the intersection."
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"text": "Consider enhancing signal visibility by adding reflective backplates on the signal heads which do not have one."
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Page 6
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"text": "Remove the closed driveway along US 41 in the southwest corner of the intersection."
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"text": "• Enhance existing raised median islands with designated crosswalks and traffic control (full signal or HAWK)."
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"text": "Replace the Two-Way Left Turn Lane (TWLTL, painted median) with a paved median with appropriate directional openings."
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"text": "Install advanced street name signs for US 41 approaches to all four signalized intersections within the study corridor and update the signage at all four intersections."
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"text": "Add supplemental nearside signal heads for all four approaches at US 41 and Cortez Road."
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"text": "Add dilemma zone detection for US 41 approaches to all four signalized intersections within the study corridor."
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"text": "Crosswalk refurbishment and Americans with Disabilities Act (ADA) improvements for all curb ramps and pedestrian push button assemblies."
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"text": "Reevaluate the clearance interval and pedestrian timings at the four signalized intersections within the study corridor."
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"text": "Consider new signal mast arm structures at 49th Avenue Drive and Orlando Avenue."
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"text": "Consider a speed zone study to reduce the speed limit in the area."
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"text": "US 41 Business/14th Street from 17th Avenue W to 8th Avenue W Road Safety Audit (Sept 2017)",
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Page 7
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"text": "Lane repurposing to a 3-lane section on US 41 Business/14th Street from 17th Avenue W to 8th Avenue W"
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"text": "Results from the US 41 Business/8th Avenue W from Green Bridge to 17th Street W in Palmetto Road Safety Audit (Feb 2018) and US 41 Business/14th Street from 17th Avenue W to 8th Avenue W Road Safety Audit (Sept 2017) described in this section."
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"text": "o Provide protected left turn phasing with a 4-section flashing yellow arrow signal heads and backplates for the southbound and westbound approaches"
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Page 8
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1 · FIGURE
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8 · TEXT
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22 · HEADING
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28 · TEXT
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Page 8 JSON
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Page 9
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r11c1 (37%): “Florida Level 2 Future Land Use 2020 – April 2022 GIS datas…”
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Page 13
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1 · FIGURE
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Page 14
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1 · FIGURE
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3 · CAPTION
4 · TABLE
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"text": "45\n45\n45\n40\n35\n25",
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"text": "US 41 Business/9th Street from 8th Avenue W to the Green Bridge\nUS 41 Business/The Green Bridge\nUS 41 Business/The Green Bridge to just north of 17th Street W",
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"text": "C4\nC3C\nC4",
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"text": "7\n7\n7",
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"text": "5 (3 NB, 2 SB)\n4\n4",
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"text": "Raised Median\nConcrete Barrier\nNone",
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"text": "35\n45\n30 - 45",
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"text": "The majority of the project corridor has existing lighting along at least one side of the road, however only a few short segments have lighting along both sides of the road."
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"text": "US 41 along the study corridor is a closed drainage system, with water being collected through drainage inlets in the curb and gutter. No ponds are located adjacent to the US 41 study corridor."
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"text": "Utility types located along the US 41 corridor include telephone, communication lines, fiber, CATV, stormwater, wastewater, reclaimed water, chilled water, gas, traffic lights/signals, and water from 21 individual Utility Agencies/Owners (UAOs)."
},
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"text": "7.3 Pedestrian and Bicycle Facilities",
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"text": "The US 41 corridor mostly lacks bicycle lanes. Designated bicycle lanes are only provided from the\nSarasota/Manatee County Line to Montgomery Avenue, and on the northbound side of the US 41 Business/Green\nBridge. The east/west segment of US 41, along 8th Avenue, provides sharrows. There are no other bicycle facilities\nidentified along the US 41 Business corridor. Conversely, sidewalks are present along at least one side of US 41\nthroughout most of the project limits. The only segment fully lacking sidewalks is from 53^{rd} Avenue W to 49^{th}\nDrive W. Pedestrian accommodations at signalized intersections vary throughout the study limits, however"
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"text": "sidewalks, curb ramps, clearly marked crosswalks, accessible pedestrian buttons, detectable warning strips, and ample flat landing space surrounding each curb ramp are provided at most intersections."
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"text": "Manatee County Area Transit (MCAT) and Breeze Transit (FKA SCAT) provide fixed route service throughout the study area with Route 99 being the primary route that travels along the US 41/US 41 Business corridor. There are approximately 84 stops situated along the study corridor."
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"text": "Existing Land Uses along the US 41 corridor are primarily comprised of Commercial properties fronting the roadway with Residential properties situated behind. Other significant land uses include Governmental, Industrial, and Institutional."
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"text": "Nearly half of the Future Land Use along the study corridor is comprised of Mixed Use – General future land use. Other major future land uses include Institutional/Governmental and Mixed Use – Downtown/Urban Core."
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"text": "Throughout the majority of the study corridor the predominant zoning surrounding US 41 is for General Commercial. Where the study corridor passes through downtown Bradenton and downtown Palmetto, the primary zoning is for Urban Center/Core and Commercial Core; once the study corridor passes the Palmetto downtown area the primary zoning returns to Business/Light Commercial."
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"text": "The land surrounding US 41 is almost entirely built out, however eight development projects were ongoing at the time of publication. Additionally, one active Development of Regional Impact (DRI) was located within one mile of the study corridor; the Sarasota Bradenton International Airport (SRQ). This was mostly built out, but had some ongoing development in the outparcels."
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"text": "Demographic data was gathered for Manatee and Sarasota Counties to determine the population characteristics of the study corridor and its surroundings. Notable findings included:"
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"text": "The study area has a higher proportion of racial minorities (22%) than the surrounding counties (19% in Manatee County and 12% in Sarasota County)."
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"text": "In the study area, 23.18% of households are below the federal poverty line, which is higher than the surrounding counties (10.36% in Manatee County and 8.83% in Sarasota County)."
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"text": "• Limited English Proficiency (LEP) populations in the study area do not meet the Department of Justice's (DOJ's) Safe Harbor Provision threshold for written translations (minimum LEP population of 1,000 persons or 5% of the area population)."
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"text": "Approximately 90.6% of the study area population aged 16 years and older are in the civilian labor force, which is slightly lower than Manatee and Sarasota Counties."
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"text": "About 7.51% of households in the study area have no vehicle available (slightly higher than for Manatee and Sarasota Counties)."
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"text": "Using the traffic data collected for the study corridor, Volume to Capacity (V/C) ratios were calculated for the roadway segments along US 41. All roadway segments along US 41 were found to be operating with an acceptable V/C ratio with the exception of the segment from SR 64/Manatee Avenue to Riverside Drive."
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"text": "Existing intersection delays and LOS information were calculated for the 30 signalized intersections within the study corridor. The following signalized intersections exceeded the targeted LOS D in the existing conditions:"
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"text": "University Parkway/Ringling Plaza"
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"text": "44th Avenue W/Cortez Road W"
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"text": "The stop-controlled intersection at US 41 and Pine Street N was found to exceed the target LOS for both a major and minor street approaches under the existing conditions. The following stop-controlled intersections along US 41 were found to exceed the target LOS for a minor street approach in the existing conditions:"
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"text": "Pine Street N"
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"text": "Business Driveway"
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"text": "13th Street W"
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"text": "7.7.1 Multimodal Segment Level of Traffic Stress (LTS) Analysis",
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"text": "The performance of alternative transportation modes, such as walking, cycling, and transit, were evaluated based on the Level of Traffic Stress (LTS), which quantifies the amount of discomfort felt by travelers walking or cycling along a roadway. In general, LTS 1 indicates the highest comfort level, and LTS 4 indicates the lowest comfort level."
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"text": "Segments along US 41 varied from LTS 1 to LTS 4 for the pedestrian analysis while all bicycle analysis resulted in the LTS 4, the lowest comfort levels, except for 2 segments, Riverside Drive to 7th Street West and 7th Street West to 10th Street West. The major contributing factors to the low scores were the lack of bicycle lanes, high AADTs, high posted speed limits, and lack of separation from the vehicular travel lanes."
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"text": "At the time of publication, FDOT District One had identified a list of the top 20 fatal roadway segments in the district. Of those, the following six segments and their ranking were located within the study limits:"
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"text": "63rd Avenue W to 55th Avenue W; Ranked #1"
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"text": "55th Avenue W to Orlando Avenue; Ranked #2"
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"text": "Magellan Drive to 63rd Avenue W; Ranked #8"
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"text": "County line to Scott Avenue; Ranked #9"
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r4c3 (0%): “No”
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Page 22
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"text": "• Perform intersection retiming to reduce phase failures\\n• Provide protected left turn phasing with a 4-section flashing yellow arrow signal heads and backplates for SB and WB\\n• Consider modifying Checkers driveway access (north of intersection) to a right-in/right-out configuration and installing regulatory features",
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"text": "• Enhance existing crosswalk markings at intersection to higher-visibility ladder-style\\n• Evaluate intersection and crosswalk lighting levels\\n• Evaluate opportunities to close sidewalk gap to Palmetto High School\\n• Enhance existing crossings near Palmetto High School\\n• Evaluate feasibility of installing a raised median island prior to NB left-turn lane\\n• Consider reducing travel lane widths to provide buffered bicycle lane along 17th St. W and east of US 41 Business/8th Ave. W",
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"text": "Some improvements may be included in:\\n• FPID: 444440-1\\nUS 41B Resurfacing and Roundabout from 17th Street to Bayshore Road",
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"text": "In order to advance the proposed improvement strategies for the US 41 corridor it is recommended to categorize the proposed improvement strategies into short-term, mid-term and long-term needs and to identify opportunities to incorporate as many proposed improvements as possible within existing programmed projects to provide for an efficient and cost-effective method of implementation. Remaining project segments or improvements that cannot be incorporated into existing programmed projects should be analyzed further and evaluated for next steps for implementation."
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