Traffic Signal Phasing Study Summary & Staff Recommendations

Similar documents
2014/2015 BIKE ROUTE PLAN 83 AVENUE PROTECTED BIKE LANE

TRAFFIC ACTION PLAN. Laurie Meadows Neighborhood CITY OF SAN MATEO

2014/2015 BIKE ROUTE PLAN 83 AVENUE PROTECTED BIKE LANE

Orange Center Elementary School

Meadow Woods Elementary School

180 Grand Avenue, Suite x117 Dowling Associates, Inc.

Draft North Industrial Area-Wide Traffic Plan

Hidden Oaks Elementary School

Lake Whitney Elementary School

Military Road Safety Improvements

Complete Street Analysis of a Road Diet: Orange Grove Boulevard, Pasadena, CA

Corporate. Report COUNCIL DATE: May 25, 1998 NO: R1500 REGULAR COUNCIL. TO: Mayor & Council DATE: April 27, 1998

AGENDA ITEM 6 D THOMASVILLE ROAD (HERMITAGE BOULEVARD TO LIVE OAK PLANTATION ROAD) ROADWAY SAFETY AUDIT

DEPARTMENT OF ENVIRONMENTAL SERVICES. North Harrison Street (Lee Highway to Little Falls Road) Comparative Analysis. Prepared for:

Appendix C. TRAFFIC CALMING PROGRAM TOOLBOX

Residential Traffic Calming Program Guide. Town of Ashland, Virginia

Golden Gate Park. Project Goal and Description. Lower Great Highway Facts

Broad Street Bicycle Boulevard Design Guidelines

CITY OF LOS ANGELES INTER-DEPARTMENTAL MEMORANDUM

TRAFFIC CALMING TOOLBOX. For the residents of the City of Decatur, Georgia

REPORT CONCURRENCE. City Manager. The General Manager concurs with the recommendation of this report.

Glenn Avenue Corridor Traffic Operational Evaluation

Dr. M.L. King, Jr. Street North Complete Streets Resurfacing Opportunities HOUSING, LAND USE, AND TRANSPORTATION COMMITTEE MARCH 22, 2018

CAPITOL DRIVE & FOND DU LAC AVENUE INTERSECTION ANALYSIS. Urban Planning 772 SARAH BREGANT, RYAN PETERSON, & MATT WERDERITCH

Multi-Modal Traffic Analysis. Parisi and Associates

Tonight is for you. Learn everything you can. Share all your ideas.

Summary: Mercer County Princeton Avenue & Spruce Street Study January 2009

SECTION 7 INVENTORY OF SELECTED INTERSECTIONS AND RECOMMENDATIONS FOR FURTHER STUDY

Cycle Track Design Best Practices Cycle Track Sections

CITY OF OTTAWA ROADWAY MODIFICATION APPROVAL UNDER DELEGATED AUTHORITY

WELCOME Public Information Centre

King Soopers #116 Thornton, Colorado

Project Goal and Description. Why Broadway? Broadway SFMTA.COM/BROADWAY. The goal of the Broadway Safety Improvement

Drag and drop pic and stretch/crop to the limits of the blue rectangle (delete this text box) Maxey Elementary School

Station Plan: Penn & 43rd Avenue

Caltrans Sloat Boulevard Pedestrian Safety Project Response to Community Questions, Comments & Concerns

Central Avenue Bikeway Traffic and Safety Impact Assessment

Mandan Commission Meeting August 2, 2016 Mandan City Hall

Memorandum. Sunday, July 13, Saturday, July 19, 2014

Focused Traffic Analysis for the 200 Nellen Avenue Project

Donahue Drive Corridor Traffic Operational Evaluation

SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY

Appendix A. Knoxville TPO Greenway Signage Guidelines. Appendix A: Knoxville TPO Greenway Signage Guidelines Knox to Oak Ridge Greenway Master Plan

Brian McHugh, Buckhead Community Improvement District. SUBJECT: Wieuca Road at Phipps Boulevard Intersection Improvements Project

Improving Cyclist Safety at the Dundas Street West and Sterling Road Intersection

Community Transportation Plan

Driver Education Ch. 4: Safe Driving Rules & Regulations. Ms. Marx

New Brunswick Strategic Planning Proposal

Public Information Centre

Swamp Road Residents Study

EUCLID AVENUE PARKING STUDY CITY OF SYRACUSE, ONONDAGA COUNTY, NEW YORK

Bikeway action plan. Bicycle Friendly Community Workshop March 5, 2007 Rochester, MN

Durrance Elementary School

Military Road Safety Improvements

Rank #1 Highest Priority Intersection

Chapter 2: Standards for Access, Non-Motorized, and Transit

ATTACHMENT NO. 11. RRLRT No. 2. Railroad / Light Rail Transit Technical Committee TECHNICAL COMMITTEE: Busway Grade Crossings STATUS/DATE OF ACTION

Downtown BRT Corridor Alternatives Review: 1 st, 2 nd, 3 rd and 4 th Avenue. Bus Rapid and Conventional Transit Planning and Design Services

Overview. Updated pictures of the intersection are shown in Exhibits 1 thru 4, and the aerial photo provided by Google Maps is shown in Exhibit 5.

THIS PAGE LEFT BLANK INTENTIONALLY

Public Meeting #1 Comment Summary

Water Street Promenade Engineering and Design Services

Overview. Existing Conditions. Corridor Description. Assessment

Table 1 Traffic and Pedestrian Counts on Lafayette Street

FINAL DESIGN TRAFFIC TECHNICAL MEMORANDUM

Scarlett Road Bridge & Road Improvements Lambton Park Community School - Gymnasium Tuesday November 28 th, 2017

City of El Cerrito San Pablo Avenue Specific Plan. Capital Improvement Program

5. MODIFICATIONS AT JEANNE D ARC BOULEVARD/REGIONAL ROAD 174 INTERCHANGE INTERSECTION - PUBLIC HEARING COMMITTEE RECOMMENDATION

TRAFFIC ACTION PLAN. North Shoreview Neighborhood CITY OF SAN MATEO

Existing Conditions. Date: April 16 th, Dan Holderness; Coralville City Engineer Scott Larson; Coralville Assistant City Engineer

TRAFFIC IMPACT STUDY And A TRAFFIC SIGNAL WARRANT ANALYSIS FOR A SENIOR LIVING AND APARTMENT DEVELOPMENT

G AT E WAY PLAN. Community BRIEFING KIT GATEWAY BIKE

Completing the Vision

TRANSPORTATION STANDARDS

University Hill Transportation Study Technical Memorandum Alternatives Modeling and Analysis May 2007

CRANE ROAD/FOX MEADOW ROAD WEST QUAKER RIDGE AREA. VILLAGE OF SCARSDALE Scarsdale, New York

Reference number /VP. Lafayette Downtown Congestion Study - Additional Traffic Analysis

Parental Responsibilities

Road Markings. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew. 1 Overview 1. 2 Classification 2

Ottawa Beach Road Study

INNOVATIVE INTERSECTION DESIGN

Agenda. Overview PRINCE GEORGE S PLAZA METRO AREA PEDESTRIAN PLAN

MT. LEBANON COMPREHENSIVE PLAN UPDATE ELEVATING CONNECTIVITY FOR PEDESTRIANS AND CYCLISTS

MINERAL AVENUE CORRIDOR ASSESSMENT STUDY IMPLEMENTATION STRATEGY

Signs. signs, signals and road markings. in this chapter

$ 12" $#&%$ 86.) *1! *1 /3 )00, , (1* Neighborhood Traffic Calming Part 3 Solutions Bradley William Yarger, P.E.

CITY OF WEST LAKE HILLS. Forest View Neighborhood Traffic Calming Study

5 Transit & Traffic. Overview

Broadway Street Pedestrian Safety Study Cass Street to 700 Feet North of Randall Avenue

BICYCLE RULES OF THE ROAD

Vehicular turning and path of travel with a proposed curb bulb on the southwest corner of Mount Diablo Boulevard and Dewing Avenue.

Minor Amendments to the Street and Traffic By-law 2849 and Skateboards in Protected Bike Lanes

Bay to Bay Boulevard Complete Streets Project

El Camino Real Specific Plan. TAC/CAC Meeting #2 Aug 1, 2018

City of Turlock Traffic Calming Program

Transportation Planning Division

Potential Bicycle Facility on Bayou Street Mobile, Alabama

Coquitlam Cross-town Bike Route Improving Bicycle Facilities in a Mature Suburban Environment

Borough of Danville, PA Traffic Calming Program Guidelines

Traffic Control Inspection Checklist Segment:

Transcription:

Traffic Signal Phasing Study Summary & Staff Recommendations Consultant Study by Skipper Consulting, Inc. Staff Committee Recommendations by Randy Pewitt, Executive Director of Emergency Mgt. and Safety Sheila Chaffin, Executive Director for Campus Planning Anthony Purcell, Chief of Campus Police INTRODUCTION AND PURPOSE During 2012, UAB hired Skipper Traffic Engineers to perform a study of selected intersections along University Boulevard from I-65 on the west, to 20 th Street South on the east, which is the highest volume of traffic per day on a State highway in the State of Alabama. This segment also bi-sects the ever growing University of Alabama at Birmingham campus which daily requires that thousands of students, faculty, staff and visitors walk across the Boulevard to reach required destinations on the other side during the course of their daily activities. The focus of this study was to gather accident data and compare the incidents to the physical design of the studied intersections, to see if traffic engineering changes were made to the left turns and right turns, would accidents be avoided. The Consultant assumed no further right-of-way would be acquired, that intersections would remain at their same locations as at present, that previously vacated UAB roads that intersect with the highway would remain at their current location as would all curb cuts, and principle buildings attracting pedestrians would remain the same. They studied most carefully the left turning movements involving thousands of cars and right turn actions since these have been the main locations in accidents with pedestrians. A staff committee was appointed by the Vice President for Financial Affairs and Administration to review the study and to make internal recommendations thereafter, based upon their expertise.

UNIVERSITY BOULEVARD AT 13TH STREET SOUTH Convert the existing protected permissive signal phasing on the eastbound and westbound left turn lanes to protected only signal phasing. The left turn lanes will need to be reconstructed to provide additional storage. The eastbound left turn lane will require 220 feet of storage and the westbound left turn lane will require 100 feet of storage. Campbell Hall Changing the left turn phasing to protected only will require significant modifications to the median green space, as well as an adjustment of the current cycle lengths of the signal system. Based on available incident data, the cuts into the medium for additional queue lengths is not recommended at this time. Rather, it is recommended that no right turn on red signs be posted on all four approaches to the intersection to avoid pedestrian/vehicle hits.

UNIVERSITY BOULEVARD AT 14TH STREET SOUTH Convert the existing protected permissive left turn phasing on University Boulevard to protected only phasing. Extend the eastbound and westbound left turn lanes to accommodate larger queues. The storage for the eastbound left turn lane should be 280 feet. The storage for the westbound left turn lane should be 110 feet. No right turn on red signs should be posted on all four approaches to the intersection. The analyses also show the need for protected left turn phasing for the northbound and southbound left turns on 14th Street South but is impractical with the current cycle lengths of the City s signal system. It is recommended that, when the Birmingham CBD signal system is reengineered, that the cycle lengths be sufficient to accommodate protected left turn phasing for these movements. Hill Univ Center Campbell Hall Take no action at this time. Don t cut into the medians but wait until the City traffic cycle is reengineered.

UNIVERSITY BOULEVARD AT 15TH STREET SOUTH Retain the existing protected permissive left turn phase on University Boulevard eastbound. This intersection is proposed for modifications as part of the Replacement of Hill University Center project now underway. The modifications include removing vehicular access to vacated 15th Street South between University Blvd and 7 th Ave South. The signal will remain in place as a pedestrian crossing. At the time these modifications are made, the protected permissive signal phase should be removed. Hill Univ Center Rec Center Staff Committee Recommendation: Agree. Also, the median will be extended so vehicular access does not occur northward at 15 th Street as in the aerial photograph and it becomes a pedestrian medium continuously from 14 th to 16 th Streets South.

Consultant Final Recommendation: UNIVERSITY BOULEVARD AT 16TH STREET SOUTH Convert the existing protected permissive left turn phase on University Boulevard westbound to a protected left turn phase due to limited sight distance. Volker Hall Rec Center Staff Committee Recommendation: We don t think there is a sight distance problem to mitigate. Rather, due to high pedestrian use of this intersection by School of Medicine, Public Health and Campus Rec Center nearby attraction activities, no right turn on red signs should be posted on all four approaches to the intersection to avoid pedestrian-vehicular conflicts.

UNIVERSITY BOULEVARD AT 18TH STREET SOUTH Retain the existing left turn phasing. No additional queue lanes or medians are possible in this stretch of the highway due to overall narrowing of the right-of-way here and the multiple driveway cuts causing entry and exiting of traffic into the roadway, which slows down the traffic and yields fewer vehicular-pedestrian conflicts. Eye Hosp VA Hosp Rust Install no right turn on red signs on all four approaches to the intersection because many pedestrian incidents in this area were the result of right on red turns.

UNIVERSITY BOULEVARD AT 19TH STREET SOUTH Convert the existing permissive left turn phases on University Boulevard eastbound and westbound to a protected only left turn phases and install no right turn on red signs on all four approaches to the intersection. Tinsley- Harrison VA Hosp Shelby Agree.

UNIVERSITY BOULEVARD AT 20TH STREET SOUTH Change the protective permissive left turn phases on University Boulevard eastbound and westbound to protected only phases and install no right turn on red signs on all four approaches. The analyses show the need for protected left turn phasing for the northbound and southbound left turns on 20th Street South. But this is impractical with the current cycle lengths of the signal system. Thus, it is recommended that, when the Birmingham CBD signal system is reengineered, that the cycle lengths be sufficient to accommodate protected left turn phasing for these movements. Townhouse McCallum Agree on future configuration recommendation. Until traffic cycle re-engineered by the City, install no turn on red signs at all 4 portions of the intersection to guard against pedestrian and vehicular conflicts.

10TH AVENUE SOUTH AT 14TH STREET SOUTH Retain the existing left turn phasing. Install No right turn on red signs on all four approaches to the intersection to avoid cars making the turn and not seeing pedestrians. There is a vertical curve at this intersection and low horizon winter solstice sun which can impede a motorist and pedestrian s clear view of movements, hence need to slow down the turns at corners. Stern Snoozy s Blount Hall Agree. Install the no turns on red signs at all 4 parts of this intersection.

ADDITIONAL RECOMMENDATIONS FOR AREAS NOT INCLUDED IN THE CONSULTANT STUDY 10TH AVENUE SOUTH AT 17TH STREET SOUTH 17th Street 10th Ave. Al s Deli Due to dramatically increased pedestrian traffic because of the addition of the 10 th Ave. parking deck, a growing on-campus residential population and the popularity of nearby eateries, it is recommended that the proposed Master Plan be implemented and a traffic circle be installed at this intersection. The narrowing of 10 th Ave eastward of 17 th Street going towards 18 th Street will be mitigated by the proper installation of a traffic circle, traffic will be slowed down, an attractive urban feature will be introduced into the campus master plan benefitting both the campus and neighborhood, with cross walks marked. Pedestrian knobs should be installed where the circle enters 17 th Street to provide both parallel parking protection and safe haven for pedestrians. The center of the traffic circle should be landscaped with Campus Beautification results, possibly a vertical element such as a sculpture installed with night lights. In the short term, it is recommended that additional signage be posted. One instructing vehicles it is a State law to yield to pedestrians in the crosswalk (as illustrated below). The other being caution signs indicating the crosswalks, preferably with a flashing light. Additional painting in the crosswalks is needed to make the areas more prominent.

Other intersections, not included in the study, have also had pedestrians struck by motor vehicles, as indicated by blue circles on the map below. Study intersections are indicated in red. Again, vehicles either turning left or turning right on red struck most pedestrians. It is recommended that, when the Birmingham CBD signal system is re-engineered, that the cycle lengths be sufficient to accommodate converting the existing protected permissive signal phasing, where it exists, to protected only signal phasing and those signals with no turn indicators at all be converted to protected left turn phasing for these movements.

In addition, for the core area of campus (as indicated below), the committee further recommends that all intersections within the red box have installed No right turn on red signs on all four approaches to the included intersections. It is also recommended that the intersections within this core area have the crosswalks striped in a way that is highly visible and signage added to remind drivers to be aware of pedestrians. To further monitor these intersections, it is recommended that PTZ cameras (pan, tilt, zoom) be installed. The cameras should be installed on UAB buildings where possible, however, because of vegetation or other obstructions, it may be necessary to request mounting them on city property. Summary In summary, the Committee recommends the following: 1. No right turn on red at core University intersections. 2. Left turns on arrow only at some intersections. 3. Additional signage to make drivers aware of pedestrian rights. 4. More obvious striping of crosswalks. 5. Installation of PTZ cameras at intersections. 6. Continue and enhance where possible an aggressive awareness campaign targeting faculty, staff and students reminding them to stay alert and aware of traffic and to avoid texting, listening to loud music and other distractions when crossing intersections.