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Pedestrian Crossing Treatments
PEDESTRIAN CROSSING TREATMENTS BEST PRACTICES Presented by: Doug Enderson, P.E., PTOE Cody Salo, P.E. 1 PRESENTER INTRODUCTIONS Doug Enderson, P.E., PTOE Cody Salo, P.E. Ped Crossing Experience: Ped Crossing Experience: • ADA Design-Build • RRFB • ADA Inventory & Retrofit • HAWK • RRFB • Accessible Signal Upgrades • HAWK • ADA Transition Plans • Equestrian Signal Design • Pedestrian Bridges • Accessible Signal Upgrades • Bulb-Outs • Bulb-Outs • ADA Training • Shared Use Paths • Shared Use Paths 2 THE AGENDA 1. Regulations & Policies 2. Pedestrian Crossing Elements 3. Crossing Treatments 4. Funding Options 5. Questions DISCLAIMER IMAGES, PROJECTS, and EXAMPLES have been sourced from many various locations/entities. WE ARE NOT CLAIMING THESE AS OUR OWN! 3 REGULATIONS & POLICY Manual on Uniform Traffic Control Devices (MUTCD) ! National standards governing all traffic control devices ! Two revisions accepted in 2012 ! Ensures uniformity of TC devices 4 REGULATIONS & POLICY Americans with Disabilities Act (ADA) 1990 ! Prohibits discrimination on the basis of disability by public entities (Title II). ! All publicly-owned intersections/facilities must comply with: " Americans with Disabilities Act Accessibility Guidelines (ADAAG) (Title III) Entities may choose to comply with… " Public Rights-of-Way Accessibility Guidelines (PROWAG) 5 REGULATIONS & POLICY A public entity shall: Evaluate its current services, policies,and practices, and the effects thereof, that do not or may not meet the“ requirements“ …Identify physical obstacles in the public -
Pedestrian Crossings: Uncontrolled Locations
Pedestrian Crossings: Uncontrolled Locations CENTER FOR TRANSPORTATION STUDIES Pedestrian Crossings: Uncontrolled Locations June 2014 Published By Minnesota Local Road Research Board (LRRB) Web: www.lrrb.org MnDOT Office of Maintenance MnDOT Research Services Section MS 330, 395 John Ireland Blvd. St. Paul, Minnesota 55155 Phone: 651-366-3780 Fax: 651-366-3789 E-mail: [email protected] Acknowledgements The financial and logistical support provided by the Minnesota Local DATA COLLECTION Road Research Board, the Minnesota Department of Transportation (MnDOT), and the Minnesota Local Technical Assistance Program John Hourdos and Stephen Zitzow, University of Minnesota (LTAP) at the Center for Transportation Studies (CTS), University of PRODUCTION Minnesota for this work is greatly acknowledged. Research, Development, and Writing: Bryan Nemeth, Ross Tillman, The procedures presented in this report were developed based on infor- Jeremy Melquist, and Ashley Hudson, Bolton & Menk, Inc. mation from previously published research studies and reports and newly collected field data. Editing: Christine Anderson, CTS The authors would also like to thank the following individuals and orga- Graphic Design: Abbey Kleinert and Cadie Wright Adikhary, CTS, and nizations for their contributions to this document. David Breiter, Bolton & Menk, Inc. TECHNICAL ADVISORY PANEL MEMBERS Tony Winiecki , Scott County Pete Lemke, Hennepin County Kate Miner, Carver County Tim Plath, City of Eagan Mitch Rasmussen, Scott County Jason Pieper, Hennepin County Mitch Bartelt, MnDOT This material was developed by Bolton & Menk, Inc., in coordination with the Minne- Melissa Barnes, MnDOT sota Local Road Research Board for use by practitioners. Under no circumstances shall Tim Mitchell, MnDOT this guidebook be sold by third parties for profit. -
East Midtown Waterfront Esplanade Community Working Group June 24, 2013
East Midtown Waterfront Esplanade Community Working Group June 24, 2013 East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 1 Agenda I. Project Overview a) Project Goals b) Project Considerations c) Progress Update II. Pre-Concept Design a) Design Inspiration b) Community Working Group 1 Meeting Summary c) Responding to Community Aspirations III. Breakout Session IV. Reporting Back V. Project Timeline and Next Steps East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 2 I Project Overview Site Context East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 4 Project Overview Contemplated by State legislation in July 2011: . Sponsored by State Assemblymember Brian Kavanagh and State Senator Liz Krueger (locally by Councilmember Daniel Garodnick) Project purpose: . Construct a continuous greenway from East 38th – 60th Street along the East River to create a critical transportation connection and to provide new open space to alleviate chronic shortage in the immediate area East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 5 Project Goals Provide Critical Transportation Route Achieve major transportation need and policy goal by filling critical gap . East Side of Manhattan lacks dedicated greenway for non-motorized transportation; creating one is a major public policy goal . Improve transportation options for thousands of pedestrians, joggers, rollerbladers and cyclists . Support alternative forms of transportation for New Yorkers and improve air quality Bicyclist on 2nd Ave & 38th Street NYC Bike Map in 2016 East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 7 Provide Waterfront Access & Open Space Provide waterfront access and new open space for densely populated East Midtown communities . -
The Effects of Roundabouts on Pedestrian Safety
The Effects of Roundabouts on Pedestrian Safety Prepared for The Southeastern Transportation Center University of Tennessee – Knoxville Knoxville, Tennessee Prepared by John R. Stone, Ph.D KoSok Chae & Sirisha Pillalamarri Department of Civil Engineering North Carolina State University Raleigh, NC 27695-7908 Funded by The Southeastern Transportation Center With a Grant from The University Transportation Centers Program U.S. Department of Transportation August 2002 NCSU Preface This project examines the safety aspects of modern roundabouts with respect to pedestrians. Since the emergence of modern roundabouts in the US, safety has been recognized as a major concern for the effectiveness of roundabout performance. Pedestrians may be more prone to unsafe crossings at roundabouts due to new geometries, signalization (or lack of it), right of way assignments for pedestrians and vehicles, and visual and auditory cues. This project documents case study, statistical, and simulation analyses regarding pedestrian safety at roundabouts. The results suggest that roundabouts are safe with respect to pedestrians. This report includes the following topics: • literature review summarizing international and US experience with roundabouts and pedestrians, • alternative research approaches, • case study analysis of a candidate roundabout intersection in Raleigh, NC, • statistical analysis for pedestrian crashes at the case study intersection, and • simulation of the case study intersection vehicle and pedestrian movements with the original intersection and with the candidate roundabout. Copies of the report are available from the Southeastern Transportation Center, University of Tennessee – Knoxville. We hope that the results of this research will continue to prove valuable to the roundabout community. i NCSU Acknowledgements The faculty and students who worked on this project gratefully appreciate the financial support of a “seed grant” from the Southeastern Transportation Center at the University of Tennessee-Knoxville under the auspices of the USDOT University Centers Program. -
PLANNING and DESIGNING for PEDESTRIANS Table of Contents
PLANNING AND DESIGNING FOR PEDESTRIANS Table of Contents 1. Executive Summary ................................................................1 1.1 Scope of Guidelines.............................................................................. 2 1.2 How the Pedestrian-Oriented Design Guidelines Can be Used........ 5 1.3 How to Use the Chapters and Who Should Use Them ...................... 6 2. Pedestrian Primer ...................................................................9 2.1 What is Pedestrian-Oriented Design? ................................................. 9 2.2 Link Between Land Use and Transportation Decisions .................. 10 2.3 Elements of a Walkable Environment ............................................... 11 2.4 What Kind of Street Do You Have and What Kind Do You Want?... 12 2.4.1 "Linear" and "Nodal" Structures .......................................................................... 12 2.4.2 Interconnected or Isolated Streets ....................................................................... 14 2.4.3 Street Rhythm......................................................................................................... 15 2.4.4 "Seams" and "Dividers" ........................................................................................ 16 3. Community Structure and Transportation Planning.........17 3.1 Introduction ......................................................................................... 17 3.2 Land Use Types and Organization..................................................... 18 -
Crossing Guard Manuals As References
KANSAS GUIDELINES FOR SCHOOL CROSSING GUARDS PRODUCED BY THE KANSAS DEPARTMENT OF TRANSPORTATION (KDOT) AND THE KANSAS SCHOOL CROSSING GUARD COMMITTEE Summer 2006 ACKNOWLEDGMENTS Sincere appreciation is expressed to the following persons who where instrumental in preparing this document, "Kansas Guidelines for School Crossing Guards." Kansas School Crossing Guard Committee David A. Church, Bureau Chief Bureau of Traffic Engineering Kansas Department of Transportation Cheryl Hendrixson, Traffic Engineer Bureau of Traffic Engineering Kansas Department of Transportation Larry E. Bluthardt, Supervisor School Bus Safety Education Unit Kansas Department of Education David Schwartz, Highway Safety Engineer Bureau of Traffic Safety Kansas Department of Transportation Paul Ahlenius, Statewide Bicycle and Pedestrian Coordinator Bureau of Transportation Planning Kansas Department of Transportation Vicky Johnson, Attorney IV Office of Chief Counsel Kansas Department of Transportation Adam Pritchard, Traffic Engineer Bureau of Traffic Engineering Kansas Department of Transportation Additional copies of these guidelines can be obtained by calling or writing: Kansas Department of Transportation Bureau of Traffic Engineering Eisenhower State Office Building 700 SW Harrison, 6th floor Topeka, KS 66603-3754 Telephone: 785-296-8593 FAX: 785 296-3619 Electronic copies are also available at the following website: http://www.ksdot.org/burTrafficEng/sztoolbox/default.asp 3 TABLE OF CONTENTS ACKNOWLEDGMENTS ....................................................................................................... -
Won't Crosswalks Make It Safer to Cross Streets?
About Cross Walks: Won’t Crosswalks make it safer to cross streets? A crosswalk is that area of a roadway where pedestrians have the right of way. Crosswalks may be “marked” or “unmarked”. A “marked crosswalk” is any crosswalk which is delineated by painted markings placed on the pavement. All other crosswalk locations are therefore “unmarked”. Under the Arizona Law, crosswalks exist at all intersections, extending across the street from the corner curbs, or on other parts of the street designated as pedestrian crossing locations by the painted lines, unless signed otherwise. Arizona State law states the following in ARS 28-793. Crossing at other than crosswalk A. A pedestrian crossing a roadway at any point other than within a marked crosswalk or within an unmarked crosswalk at an intersection shall yield the right-of-way to all vehicles on the roadway. B. A pedestrian crossing a roadway at a point where a pedestrian tunnel or overhead pedestrian crossing has been provided shall yield the right-of- way to all vehicles on the roadway. C. Between adjacent intersections at which traffic control signals are in operation, pedestrians shall not cross at any place except in a marked crosswalk. Q: Are marked crosswalks safer than unmarked crosswalks? A: The City of San Diego conducted a study on the issue in the 1970's, and the report conclusions are often cited as the first comprehensive study of crosswalk safety. Investigators in San Diego observed over 400 intersections during a five-year study period. The results demonstrated that during the five- year period, 177 pedestrians were hit in 400 marked crosswalks compared to 31 pedestrians hit in 400 corresponding unmarked crosswalks. -
On-Street Pedestrian Surveys of Pedestrian Crossing Treatments
Fitzpatrick, Ullman, Trout 1 On-Street Pedestrian Surveys of Pedestrian Crossing Treatments Kay Fitzpatrick Research Engineer Texas Transportation Institute, 3135 TAMU College Station, TX 77843-3135 phone: 979/845-7321, fax: 979/845-6481 email: [email protected] Brooke Ullman Associate Transportation Researcher Texas Transportation Institute, 3135 TAMU College Station, TX 77843-3135 phone: 979/ 862-6636, fax: 845-6001 email: [email protected] and Nada Trout Assistant Research Scientist Texas Transportation Institute, 3135 TAMU College Station, TX 77843-3135 phone: 979/845-5690, fax: 979/ 845-6006 email: [email protected] Prepared For Transportation Research Board, Washington, D.C. Words: 5199 + 3*250 (tables) + 6*250 (figures) = 7449 words November 2003 TRB 2004 Annual Meeting CD-ROM Paper revised from original submittal. Fitzpatrick, Ullman, Trout 2 ABSTRACT On-street pedestrian surveys were used to obtain the perspectives of pedestrians with regards to their experiences and needs at pedestrian crossing locations. Seven sites with five different treatments were ultimately selected for study. These treatments consisted of two marked crosswalk treatments, an in-roadway warning light treatment, a Hawk treatment, two Split Midblock Signal treatments, and a countdown pedestrian signal treatment at a signalized intersection. The survey was administered at the selected locations where pedestrians could be approached after they crossed at the study site. It was found through this study that as the control at a pedestrian crossing increases through the addition of signs, flashing lights, and/or signals, the pedestrians’ perception of safety also increases. Based on the responses of the survey participants, the factors that have the greatest influence on the pedestrian responses were: traffic volume, turning traffic, presence of disabled pedestrians, traffic speed, and the availability of an alternate crossing. -
Oakmont Phase 2 Selection Sheet
Oakmont Phase 2 Selection Sheet Lot #: ________ Address: ______________________________ Brick: CHOOSE ONE (White Mortar $1,000 upgrade) Annandale Canal Street Stone Chase Forest Glen Charleston Nottingham Tudor Old Waverly Hardy Plank Color (Sherwin Williams) (CHOOSE ONE): _______________________________ Exterior Trim (Sherwin Williams) (CHOOSE ONE): _______________________________ Window Color (CHOOSE ONE): White Almond Front Door & Shutters (if applicable) (CHOOSE ONE): _______________________ Interior Wall Paint Colors: SHERWIN WILLIAMS FLAT LATEX PAINT (Please include name & number) (2 COLORS MAXIMUM) Color #1:___________________________________ Location:__________________________________ Color #2:___________________________________ Location: _________________________________ Interior Trim Color (CHOOSE ONE) : ______________________________ Gutters Color (CHOOSE ONE) : ______________________________ Bronze Tuxedo Gray Dark Gray Pearl Gray All selections are to be approved by builder and subject to change without notice due to supplier availability. Cabinet Style (CHOOSE ONE) : Bella Sedona Cabinet Color (CHOOSE ONE) : Bistro White White Fog Taupe Graphite Ebony Willow Cappucino Smoke Coffee Hardware (CHOOSE ONE PULL AND CHOOSE ONE KNOB): Knob Style #:__________________ Pull Style#:__________________ Plumbing Fixtures (CHOOSE ONE): Oil Rubbed Bronze Brushed Nickel Countertops (CHOOSE ONE GRANITE FOR THE KITCHEN & CHOOSE ONE GRANITE FOR ALL BATHROOMS): Colonial White Black Pearl Black Pearl Leathered Ash Blue White Shadow Stormy Night -
Regional Freight Mobility Study, Phase II Report
Corpus Christi – Yoakum Regional Freight Mobility Study, Phase II Report TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................ES-1 SECTION 7 - ANALYSIS OF RAIL/ROADWAY INTERFACE ISSUES .....................................7-1 7.1 METHODOLOGY.......................................................................................................7-1 7.1.1 Crossing Selection Criteria.............................................................................7-1 7.1.2 Rail Occupancy ..............................................................................................7-4 7.1.3 Analysis of Results .........................................................................................7-8 7.2 GRADE CROSSING COST/BENEFIT ANALYSIS...................................................7-10 7.2.1 Construction Cost Estimates ........................................................................7-10 7.2.2 Benefit-Cost Analysis ...................................................................................7-26 7.3 RECOMMENDATIONS ............................................................................................7-31 SECTION 8 - BOTTLENECK IMPROVEMENTS EVALUATION AND MODELING ..................8-1 8.1 PROJECTED TRAFFIC GROWTH ............................................................................8-1 8.1.1 2035 Train Forecasts......................................................................................8-1 8.1.2 Results............................................................................................................8-2 -
New Jersey Laws and Legislation
Part III. RESOURCES New Jersey Laws and Legislation New Jersey Laws and Legislation NEW JERSEY LAWS and LEGISLATION Laws, Regulations, Policies • When considering traffic laws and regulations, knowing the difference between laws and regulations may be helpful. • A Law is a directive that compels or prohibits behavior. That is, a law in intended to make people do something, like pay taxes, or not do something, like stealing. Generally, laws are the work of the legislature. Congress makes laws. • A Regulation is a rule or set of rules to carry out the intent of the law. So, if the legislature makes a law that you must pay taxes, regulations must be developed that decide who might be exempt and under what conditions, or how often payments need to be made to the treasury. Generally, regulations are the work of the executive branch, also known as the bureaucracy. • A Policy is a plan or course of action that guides decisions, but may not carry the full force of law or a regulation to carry out a law. A policy might be how your local IRS office decides who to audit. • That motorists must obey a crossing guard’s directive to stop is supported by law and by regulation. How a crossing guard moves their arms to effectively issue their directive is policy. CROSSING GUARDS 40A:9-154.1. Adult school crossing guards; appointment; term; revocation; qualifications; supervision and direction The governing body, or the chief executive, or the chief administrative officer, as appropriate to the form of government of any municipality, may appoint adult school crossing guards for terms not exceeding one year and revoke such appointments for cause and after proper hearing before the chief of police or other chief law enforcement officer of the municipality. -
Stop Or Yield Required
CHAPTER 65 STOP OR YIELD REQUIRED 65.01 Stop or Yield 65.04 Stop When Traffic Is Obstructed 65.02 School Stops 65.05 Yield to Pedestrians in Crosswalks 65.03 Stop Before Crossing Sidewalk 65.06 Yielding the Right-of-Way to School Crossing Guards 65.01 STOP OR YIELD. Every driver of a vehicle shall stop or yield as directed by traffic control devices posted in accordance with Chapter 61 of this Traffic Code. 65.02 SCHOOL STOPS. At any school crossing zone, every driver of a vehicle approaching said zone shall bring the vehicle to a full stop at a point ten (10) feet from the approach side of the crosswalk marked by an authorized school stop sign and thereafter proceed in a careful and prudent manner until the vehicle shall have passed through such school crossing zone. (Code of Iowa, Sec. 321.249) 65.03 STOP BEFORE CROSSING SIDEWALK. The driver of a vehicle emerging from a private roadway, alley, driveway, or building shall stop such vehicle immediately prior to driving onto the sidewalk area and thereafter shall proceed into the sidewalk area only when able to do so without danger to pedestrian traffic and shall yield the right-of- way to any vehicular traffic on the street into which the vehicle is entering. (Code of Iowa, Sec. 321.353) 65.04 STOP WHEN TRAFFIC IS OBSTRUCTED. Notwithstanding any traffic control signal indication to proceed, no driver shall enter an intersection or a marked crosswalk unless there is sufficient space on the other side of the intersection or crosswalk to accommodate the vehicle.