SR 44 at Grand Avenue Volusia County, FL River to Sea CAC/TCC Meetings May 17, 2016.

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Presentation transcript:

SR 44 at Grand Avenue Volusia County, FL River to Sea CAC/TCC Meetings May 17, 2016

Agenda Overview of Existing Conditions Roundabout vs Signal Comparison –Operations –Safety –Other Considerations –Benefit-Cost Overview of Current Concept Next Steps 2

Existing Intersection Configuration 3 BP Gas Station SR 44 Grand Ave

2014 Annual Average Daily Traffic 4 2,300 AADT 1,000 AADT 9,800 AADT 4

Existing Peak Hour Level-of-Service 5 AM PM CC CE 5

Crash Summary Crash Statistics –63% of crashes resulted in injury/fatality –97% during dry conditions –70% daytime / 30% nighttime 73% are angle crashes (22 of 30 crashes) *Additional fatal crash in 2016 Year Jan-June 2015Total Total Crashes Injury Crashes Fatal Crashes 11* 6

Operational Alternatives Comparison Traffic Signal LOS B in opening year LOS C through 2035 NB & SB left-turn lanes needed Roundabout LOS A in opening year LOS C through 2035 Single-lane allows up to 5% annual growth through Intersection speed <25 mph 7

Safety Alternatives Comparison Traffic Signal Expected Crash Reductions –13% Total –41% Injury Reduce angle crashes May increase rear-end Higher speeds: –more severe crashes Roundabout Expected Crash Reductions –71% Total –87% Injury Fewer conflict points Slower speeds: –increase reaction time –reduce severe crashes FHWA Proven Safety Countermeasure 8

Vehicle Conflict Points: REDUCED Merging Diverging Crossing Crossing conflicts eliminated at roundabout NCHRP Report 672, Exhibit 5-2 9

Severity of Conflicts: REDUCED Severity is related to relative velocities of conflicting streams Kansas Roundabout Guide, Second Edition 10

Monetized Safety Benefits Crash reductions converted to monetary benefit –Crash costs tied to severity (PDO, Injury, Fatality) Roundabout vs Existing Stop Control –$8 million in crash reduction benefits Roundabout vs Signal –$4.4 million in additional crash reduction benefit for roundabout compared to signal 11

Other Considerations Design vehicles for both options include: –Tractor-trailer trucks (WB-62FL with 53’ trailer) –Buses –Vehicles with boat trailers –Emergency vehicles Both options stay within existing right-of-way Both maintain access to gas station 12

Proposed Roundabout 13

Over 25 Years of US Experience With Roundabouts Source: Rodegerdts, L. A., “Status of Roundabouts in North America”, TRB 4 th International Conference on Roundabouts, Seattle, WA, April

Roundabouts in Rural Environments Proven safety benefits at rural intersections Proven truck accommodation Proven compatibility with high speed roadways –Additional considerations to transition speeds 15

Aesthetic/Gateway Opportunities 16

CR 561 at CR 455 (Lake County)

Since Roundabout Opened (June 2015) –No crashes From –32 Crashes –2 Fatalities –3.2 crashes per year According to Lake County Public Information:

Next Steps Process –Design-Build currently advertised Cost –$1,350,000 budgeted Schedule –250 Calendar Days –June 17, 2016 Estimated Notice-To-Proceed 19

–33 crashes –42 injuries 2002 – Roundabout opened –Annual average daily traffic 8,500 –20% truck traffic –11 crashes (67 % reduction) –ZERO injuries (100% reduction) “Despite some initial trepidation, the roundabout has exceeded the expectations of the agency and the public for improving safety and accommodating freight movement.” Paola Kansas 20