Third & Fourth Streets Traffic Calming Study Presentation to Transportation Commission May 14, 2015.

Slides:



Advertisements
Similar presentations
US101: SE 16 th – SE 36 th Street (Lincoln City) )Project Community Advisory Committee July 11, 2007 Meeting.
Advertisements

Project Description and Needs Lincoln Way Widening Addition of a center-turn lane and safety improvements to the grade and horizontal alignment. Needs.
Safe Driving Rules and Regulations
City of High Springs - Traffic Study City of High Springs Traffic Study Sept. 16th, 2003 Public Meeting #2.
City of Omak Central Avenue Bridge Replacement Project Prepared by Highlands Associates Photos by FlyBy Photos.
Tower Road Enhancement Project Prepared for Alachua County By Causseaux & Ellington, Inc. Alachua County Roadway Network Improvements.
Carroll Engineering Corporation Existing Conditions Richland Township Ronald Reagan Drive Extension Richland Elementary School Strayer Middle School Railroad.
Fixed Time Signal Coordination
US 52 Corridor Study Public Meeting November 15, 2010.
Capilano Road Improvement Project WELCOME TO THE OPEN HOUSE.
Chapter 10: Negotiating Intersections
Traffic Signs The general principle of traffic signs is to make a message known quickly, (70mph) accurately, with minimum reading skills required. This.
JANUARY 9, 2002 SCAJAQUADA CORRIDOR STUDY Grant Street to Parkside Avenue City of Buffalo Fisher Associates Joseph Passonneau & Partners In Association.
May 14, st Street and 2 nd Street Couplet Traffic Modification Project.
US Highway 17 (Center Street) Sidewalk Feasibility Study Town of Pierson, Florida.
Florida Department of Transportation, November 2009
Redwood Road & 35th Avenue Traffic Study. Problems Observed: High collision rate along the corridor was found at McArthur Boulevard intersection, with.
Slide 1. Slide 2 Introduction How did you get to school as a child?
South of Market Alleyway Improvement Project ALLEYWAY OVERVIEW: Project Goals Create outdoor living rooms for the community Create outdoor living rooms.
Board of County Commissioners November 8, Recommendation Project Background and Location Traffic Analysis Comparison of Alternatives Public Meeting.
1 Channelization and Turn Bays. 2 Island Channelization flush, paved, and delineated with markings – or unpaved and delineated with pavement edge and.
East Boulevard Pedscape – Scott Avenue to Kings Drive April 6, 2005.
Lecture #12 Arterial Design and LOS Analysis. Objectives  Understand the factors in arterial design Understand how arterial LOS is determined.
Lec 25, Ch.7, pp : Intersection types and design principles (Objectives) Become familiar with the typical intersection types (See figures 7-1 thorugh.
Access Management: Why And How? An Introduction To Access Management Problems, Principles and Treatments.
Federal Highway Administration University Course on Bicycle and Pedestrian Transportation Shared Roadways Lesson 14 (This picture shows bicyclists not.
INTERSECTION SAFETY PERFORMANCE AND AUDIT Andy Loonan Basak Aldemir-Bektas Intersection: Welch Avenue & Lincoln Way.
In this Presentation…. Project Overview Key Issues Elements of Design Funding and Schedule.
Sharing the Road with Others. DO NOW 10-9  Using your books…(Chapter 8) Explain what is meant by the No Zone Principle. Since 2011 research has shown.
Drive Right Chapter 7 Negotiating Intersections Unit 4
Roosevelt Road: State to Columbus Public Meeting September 22, 2015.
1 At-Grade Intersection Design. 2 Objectives Define general intersection design objectives Describe factors that influence curb return design For a nice.
ROUNDABOUTS Improving Safety and Efficiency The Ohio Department of Transportation District Clark Ave. Ashland, OH Julie Cichello, P.E. District.
Signals,Road Markings, Intersections, Sharing the Road.
Town of Cobourg Division Street Improvements Public Information Centre October 1, 2015 Image Courtesy of Google 2015.
1 Urban Intersections Slides prepared by Dale S. Harrington, P.E.
Defensive Driving & Safety Rules RESTRAINT SAFETY Seat Belt Law GDL: All Who has to wear under basic license? All Seat belts prevent –Being thrown from.
Roundabouts: A Safer Choice. What is a roundabout? A roundabout is a type of circular intersection with yield control of entering traffic, islands on.
Right-of-Way Who Goes First?.
Signs Signals and Pavement Markings
Right-of-Way laws tell all drivers who goes first in different situations. A driver must yield in the following situations:
Intersections.
Engineering Study Griffin View Drive & Harbor Hills Blvd. Prepared for Lake County Public Works Engineering 437 Ardice Avenue Eustis, Florida Purchase.
District 5 Town Hall Neighborhood Safety June 14th, :00 NW Area Command Substation.
1/23/20161 Traffic Calming Devices Workshop Prepared by City Engineering Department.
COUNTY ROAD 517 Improvements from State Highway 172 to Howe Drive DECEMBER 16, 2015 At Tribal Multipurpose Facility.
156 th Street Design in Bennington Public Open House Meeting October 28, 2009 City of Bennington, NE.
At-Grade Intersection Design
Chapter 6: Intersections
Module 1 Introduction Intersection & Interchange Geometrics (IIG) Innovative Design Considerations for All Users.
Traffic Signs Part Two. What do these 2 signs tell you?
Negotiating Intersections Chapter 10. Intersections Tips for Identifying an Intersection o Street lights and signs. o Roadway markings, such as a stop.
Sharing the Road with Others Chapter 8. Pedestrians  Pedestrians are the second largest category of motor vehicle deaths and injuries in NJ  Children.
SPEED TABLES FOR CORONADO ROAD BETWEEN 7 TH STREET AND 10 TH STREEET.
East-West Corridor Connectivity Study – Study Recommendations November 17, 2009.
SEPARATED BIKE LANE PLANNING AND DESIGN GUIDE. Separated Bike Lane Planning and Design Guide Context Conforms to federal and state standards and guidelines:
 May 1, 2012 City Council approved lease of premises at MLK to the Lycée Français La Pérouse (the “Lycée Français”)  Under section 16.5, Traffic and.
District VI, Florida Department of Transportation SE 2 nd Avenue and SE 4 th Street/Biscayne Boulevard Way March 25 th, 2014 Bicycle/Pedestrian Advisory.
Chapter 5: Sharing the Road. Large Vehicles ► When following a large vehicle, stay out of its blind spots ► Position your vehicle so the driver can see.
U.S. 1 AT CANAL STREET INTERSECTION IMPROVEMENTS U.S. 1 AT CANAL STREET INTERSECTION IMPROVEMENTS U.S. 1 AT CANAL STREET From South of Smith Street To.
Ch. 10: Negotiating Intersections
 Every sign’s shape and color have special meaning  Regulatory Signs: Signs that set limits, or give commands.  Example: stop sign, Yield, One Way,
9.6 Turning Roadways and Channelization, Types of Turning Roadways p.9-55 ~ 9-92 Lean how to determine minimum edge-of-traveled- way radii for the.
Defensive Driving & Safety Rules RESTRAINT SAFETY Seat Belt Law GDL: All Who has to wear under basic license? All Seat belts prevent –_______________________.
Intersections.
District VI, Florida Department of Transportation BARRIER DESIGN ALTERNATIVES FOR CRASH MITIGATION SE 2 nd Avenue and Biscayne Blvd Way (SE 4 th Street)
Saving the King Street Bicycle Boulevard
Midblock Crossings Lesson 12 Publication No. FHWA-HRT
Protected Bicycle Lanes Finally Pedal Their Way to KC…
Project Location: 35th Ave HSIP8
Presentation transcript:

Third & Fourth Streets Traffic Calming Study Presentation to Transportation Commission May 14, 2015

Study Objectives Traffic Calming – reduce speeds to 25 mph Improve mobility and safety Maintain or improve operating conditions

A C D BE F G G B H I IJ J K L M M N O O P O Q R

Traffic Signal at Fourth & Alameda Traffic Signal at Fourth & Alameda ProsCons  Provides breaks in Fourth Street traffic which would aid north/south crossings  Provides protected north/south crossing at Alameda Boulevard  Provides protected pedestrian crossings across both Fourth Street and Alameda Boulevard  If combined and sequenced with other downstream signals, signal progression could be set to move vehicle platoons at 25 mph  Alameda Boulevard is classified as a Minor Arterial  May receive neighborhood opposition  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  May cause additional delay on NASNI  Was previously rejected by City Council

Raised Crosswalks with Rapid Flashing Beacons on Fourth Street at I & H Avenues ProsCons  Improves pedestrian visibility  Designed for 25 mph speed  Narrows roadway and distance pedestrians must cross  Creates additional noise  Design must consider drainage  May lose on-street parking spaces  Not well received by motorists with low profile vehicles Fourth & I and Fourth and H

Intersection Modifications to Palm/G Avenues at Fourth Street ProsCons  Creates a standard four leg intersection with standard 90 degree angles  Reduces/eliminates pedestrian crossing distance of Palm Avenue  Provides additional opportunity for landscaping  Lessens vehicle exposure to the adjacent park  Reduces turning speeds onto/off of Palm Avenue  Prevents access across Fourth Street from Palm Avenue in both directions  Design alters access to some private residences

Traffic Signal at Fourth Street and F Avenue ProsCons  Provides breaks in Fourth Street traffic which would aid north/south crossings  Provides protected north/south crossing at F Avenue  Provides protected pedestrian crossings across both Fourth Street and F Avenue, a designated school crossing  If combined and sequenced with other downstream signals, signal progression could be set to move platoons of vehicles at 25 mph  May receive neighborhood opposition  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  F Avenue is classified as a local street

Keep Clear Pavement Markings ProsCons  Reminds motorists to keep the intersection clear  Provides better north/south access during most congested periods  Considered by some as unsightly and unnecessary Fourth & D

Curb Extensions at Fourth Street and C Avenue ProsCons  Improves visibility of the pedestrian  Shortens the distance pedestrian must cross while exposed to traffic  Narrows the roadway which can slow traffic  May eliminate on- street parking  Design must consider drainage Fourth & C

Traffic Signal at Fourth Street and B Avenue ProsCons  Provides breaks in Fourth Street traffic which would aid north/south crossings  Provides protected north/south crossing at B Avenue  Provides protected pedestrian crossings across both Fourth Street and B Avenue  If combined and sequenced with other downstream signals, signal progression could be set to move platoons at 25 mph  B Avenue is classified as a Collector Street  Strong neighborhood opposition  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  May increase traffic on B Avenue (projected at 1350 vehicles per day +/- between Third and Fourth Streets, 350+/- vehicles north of Third and 1000 vehicles +/- south of Fourth Streets )

Curb Extensions at Fourth Street and A Avenue ProsCons  Improves visibility of the pedestrian  Shortens the distance pedestrian must cross while exposed to traffic  Narrows the roadway which can slow traffic  May eliminate on- street parking  Design must consider drainage Fourth Street at A Avenue

Speed Tables on Fourth Street between A and Pomona Avenues ProsCons  Designed for 25 mph speed  Creates additional noise  Not well received by motorists with low profile vehicles Fourth Street between A and Pomona Avenue

Curb Extensions on Pomona Avenue at Fourth Street ProsCons  Improves visibility of the pedestrian  Shortens the distance pedestrian must cross while exposed to traffic  Narrows the roadway which can slow traffic  Reduces turning speed from Fourth Street onto Pomona Avenue  Provides a pedestrian refuge  May eliminate on- street parking  Design must consider drainage Pomona Avenue and Fourth Street

Traffic Signal & Cul-de-Sac at Glorietta ProsCons  Provides bridge access to the northeast quadrant of the City including Tidelands Park, Marriott Hotel and the Coronado Hospital  Signal timing could be adjusted for weekend volumes  Glorietta Boulevard is classified as a Collector Street  May cause increased traffic on Second Street and Glorietta Boulevard (projected at 1450 vehicles per day +/- on Second Street and 1600 vehicles per day +/- on Glorietta Blvd.)  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  May have neighborhood opposition  Affects access to private property

Traffic Circle at Third/Glorietta ProsCons  Controls traffic speeds along Glorietta Boulevard with stopping all vehicles  Somewhat removed from the corridor

Speed Table on Pomona Avenue between Fourth Street and Glorietta Boulevard at the split ProsCons  Designed for 25 mph speed  Creates additional noise  Not well received by motorists with low profile vehicles Pomona Avenue at the split

Speed Table on Fourth Street between A & Pomona Avenues ProsCons  Designed for 25 mph speed  Creates additional noise  Not well received by motorists with low profile vehicles Fourth Street east of A Avenue

Intersection Modifications to Glorietta Place at Pomona Avenue ProsCons  Shortens the distance pedestrian must cross Glorietta Place while exposed to traffic  Narrows the roadway which can slow traffic  Reduces turning speed from Pomona Avenue onto Glorietta Place  Alters driveway access to three properties placing them onto the heavily traveled state highway Glorietta Place at Pomona Avenue

Modifications to A Avenue at Pomona Avenue ProsCons  Eliminates the fast turning movement from Pomona Avenue to A Avenue  Eliminates queueing from Fourth Street back to Pomona Avenue  Motorist will likely take B Avenue as an alternative; increasing volumes on B between Third and Fourth Streets A Avenue at Pomona Avenue

Modifications to Pomona Avenue / Third Street Intersection ProsCons  Eliminates the unorthodox maneuver of making a left turn onto B Avenue from Third Street (City controlled section)  Eliminates lane conflicts with the motorists crossing Third Street (SR- 75) at B Avenue  Eliminates entering the state highway with poor visibility due to the acute angle of intersection from the City controlled section of Third Street  Increase traffic volumes on A Avenue and Glorietta Boulevard  Makes alley in the 200 Block between A & B Avenues one- way Third Street and Pomona Avenue

Traffic Signal on Third Street at B Avenue ProsCons  Provides breaks in Fourth Street traffic which would aid north/south crossings  Provides protected north/south crossing at B Avenue  Provides protected pedestrian crossings across both Fourth Street and B Avenue  If combined and sequenced with other downstream signals, signal progression could be set to move platoons at 25 mph  B Avenue is classified as a Collector Street  Strong neighborhood opposition  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  May increase traffic on B Avenue (350+/- vehicles north of Third)

Keep Clear Pavement Markings ProsCons  Reminds motorists to keep the intersection clear  Provides better north/south access during most congested periods  Considered by some as unsightly Third Street at C Avenue

Speed Table on Third Street west of D Avenue ProsCons  Designed for 25 mph speed  Creates additional noise  Not well received by motorists with low profile vehicles

Traffic Signals on Third Street at F Avenue ProsCons  Provides breaks in Third Street traffic which would aid north/south crossings  Provides protected north/south crossing at F Avenue  Provides protected pedestrian crossings across both Third Street and F Avenue a designated school crossing  If combined and sequenced with other downstream signals, signal progression could be set to move platoons at 25 mph  May receive neighborhood opposition  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  May increase traffic on F Avenue (projected at 150 vehicles per day +/-)  F Avenue is classified as a local street

Traffic Signal on Third Street at H Avenue ProsCons  Provides breaks in Third Street traffic which would aid north/south crossings  Provides protected north/south crossing at H Avenue  Provides protected pedestrian crossings across both Third Street and H Avenue, a frequent school crossing  If combined and sequenced with other downstream signals, signal progression could be set to move platoons at 25 mph  H Avenue is classified as a Collector Street  May receive neighborhood opposition  Some consider signals unsightly and too “urbanistic” for Coronado’s small town atmosphere  May increase traffic on H Avenue (projected at 150 vehicles per day +/-)

Intersection Modification on Palm Avenue at Third Street ProsCons  Creates a standard four legged intersection at 90 degree angles  Reduces/eliminates pedestrian crossing distance of Palm Avenue  Provides additional opportunity for landscaping  Lessens vehicle exposure to the adjacent park  Reduces turning speeds onto/off of Palm Avenue  Possible increase of on- street parking  Prevents access across Fourth Street from Palm Avenue  Design alters access to some private residences

Raised Crosswalks with Rapid Flashing Beacons at Third and I ProsCons  Improves pedestrian visibility  Designed for 25 mph speed  Narrows roadway and distance pedestrians must cross  Creates additional noise  Design must consider drainage  May lose on-street parking spaces Third Street at I Avenue

Next Steps Direction to staff Consideration by City Council Preliminary Engineering Coordination with Caltrans Identify Funding Final Engineering Additional Coordination with Caltrans Construction