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Supporting Documentation · Apr 24, 2024

138-24 Exhibit to Resolution Adopting the Township of West Orange Vision Zero Action Plan.pdf

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HIN CORRIDOR FACT SHEETS CORRIDOR E: EAGLE ROCK AVENUE (MP 2.3-3) Represents 2% of HIN miles COUNTY ROUTE 611 SPEED KEY CRASH FACTS* 0.7 MILES 40' WIDTH / 4 LANES LIMIT # % 525 Crashes 6.1% of all West Orange Crashes NO SHOULDERS NO PARKING PERMITTED 35 32 Fatal, Severe & 7.1% of all Fatal, Severe Minor Injury Crashes & Minor Injury Crashes HIN SCORE* EQUITY + HIN SCORE* 5 Pedestrian Crashes 5.8% of all Pedestrian Crashes 16 26 2 Bicyclist Crashes 6.5% rof all Bicyclist yD Crashes ve I Rd a Ba D Coggin er

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Ba D Coggin er kle OVERREPRESENTED CRASH TYPES s Ln rn yT Wa er Bongart Dr n Marie el L Ter Kinz TOP CRASH FACTORS Ra pp ley eC Ov t INTERSECTION CRASHES al R d 212 Crashes Cliff St 10% of all Intersection Crashes Quarry

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Cliff St 10% of all Intersection Crashes Quarry Ter Mount Carmel Elm St Whittlesey Ave Guild Academy Ash Che I Franklin Ave ley R rry d St Way field Watchung Ave Colgate Park m Bloo le Watson Ave

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le Watson Ave High St dd Mi Club n iso oo l Ridg Essex Fells Country Park Ter Ed Sch Wi ll e Ave iam St Greenw n ood Ave gto hin ol Glen

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hin ol Glen s t a W cho de S Club Crestmont Country S W ashington St A Edgemont Rd ay Mea ve W rt St Ba u

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St Ba u *Combined statistics for all three Eagle RockCocorridors, highest HIN score and combined HIN score displayed bia rto m El n Colum Dr Ferris Dr 98 WEST ORANGE TOWNSHIP: e VISION ZERO ACTION PLAN Bnd l Av Stanford Ave e Pa Honeysuckle Ave ur Oak rk Ed

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on A ese ve y Av St Hig e M hS ea Wat t de ch ung St Ave RECOMMENDED PROVEN SAFETY I COUNTERMEASURES** t ur pC o • Bicycle Lanes: 49% reduction in crashes on lso Al urban four-lane undivided collectors and local roads, 30% reduction in crashes on urban two-lane undivided collectors and local roads • High-visibility crosswalks: 40% reduction in pedestrian injury crashes • Intersection lighting: 42% reduction Lau in pedestrian crashes rel Ave

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in pedestrian crashes rel Ave • Advance yield or stop markings and signs: nu 25% reduction in pedestrian crashes e • 13% reduction in pedestrian/vehicle crashes at intersections Eagle Ro • Reduction in pedestrian crashes by 47% • Increase of motorist yielding rates up c k Avenu to 98% (depending on context) e Oval Road • 4-lane to 3-lane road diet conversion: 19-47% reduction in total crashes • Sidewalks: 16-89% reduction in crashes involving pedestrians walking along roadways Wa ke ma

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strians walking along roadways Wa ke ma nS • Paved Shoulders: 71% reduction in crashes tre involving pedestrians walking along roadways et Val • A driver traveling at 30 miles per hour who ley V iew hits a pedestrian has a 45 percent chance of Str killing or seriously injuring them. At 20 miles eet Edg per hour, that percentage drops to 5 percent. emo nt R Cliff o ace ad Str eet err yT • 15% reduction in total crashes arr Bee chw Qu ood Ter • Very low cost rac e Estimated Construction Cost:

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rac e Estimated Construction Cost: ~$900,000* *Includes cost of countermeasures that overlap with intersecting corridors. Estimated cost does not include lighting improvements (additional studies are recommended). Cost estimates are primarily based on the NJDOT 2022 cost estimate guidelines for safe routes. https://www.saferoutesnj.org/wp-content/uploads/2022/05/Design-Treatment-Estimating-Guidelines.pdf ** Although not specifically a Proven Safety Countermeasure, traffic signal timing update/optimization should be included as part of Road Diet/Reconfiguration, Left- and Right-Turn Lanes, Leading Pedestrian Intervals, and Protected-Only Left Turn Signal Phasing alternatives. WEST ORANGE TOWNSHIP: VISION ZERO ACTION PLAN 99

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