Gratiot Avenue Corridor Improvement Plan September 2009
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Technical Report Documentation Page Z2
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. MDOT Project Manager RC-1554 Jason Firman, P.E. 4. Title and Subtitle 5. Report Date Developing a Congestion Mitigation Toolbox September 30, 2011 6. Performing Organization Code Texas Transportation Institute 7. Author(s) 8. Performing Org. Report No. Jason A. Crawford, P.E.; Todd B. Carlson, AICP; William L. 1554 Eisele, Ph.D., P.E.; and Beverly T. Kuhn, Ph.D., P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract No. TAMU 3135 2009-0661 College Station, TX 77843-3135 11(a). Authorization No. Z2 12. Sponsoring Agency Name and Address 13. Type of Report & Period Covered Michigan Department of Transportation Final Report 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract Increased traffic congestion is a result of many sources including increasing demand and lagging supply. Responding to increasing congestion, agencies from the federal government to local townships have turned to congestion management, or mitigation. Congestion mitigation is delivered through a variety of techniques. The Michigan Department of Transportation (MDOT) recognized a need to assist state and local agency partners to identify potential congestion mitigation strategies and improve collaboration. Texas Transportation Institute (TTI) researchers developed “A Michigan Toolbox for Mitigating Congestion.” The team conducted several tasks in development of the Toolbox. The TTI team reviewed and consulted previous congestion toolboxes for strategy identification, toolbox elements, and toolbox style. The research team implemented a survey of metropolitan planning organizations throughout the country to gather agency experiences with congestion mitigation strategies. -
Median U-Turn Intersections Cost
System Modification Innovative Intersections MEDIAN U-TURN INTERSECTIONS COST TIME MODERATE STATE MINOR STREET MINOR STREET O REGI NAL IMPACT LOCAL RID OR OR MAJOR STREET MAJOR STREET C PT HO HURDES MAJOR STREET MOVEMENTS MINOR STREET MOVEMENTS CITSTATE RIHT-O-A PUIC ACCEPTANCE More Information: tti.tamu.edu/policy/how-to-fix-congestion SUCCESS STORIES Description How Will This Help? Plano, Texas. In 2011, the City Median U-turn intersections (also called • Costs less and is faster to of Plano installed the state’s only a thruturn or Michigan left) guide all traf- deploy than other innovative median U-turn intersection at fic, except left-turning vehicles, through intersection designs. Legacy Drive and Preston Road. the main intersection. Left-turning vehi- • Simplifies the traffic signal cles turn through U-turn openings in the The intersection timings for the intersection and dramatically improved median beyond the main intersection. whole corridor by eliminating the congestion by reducing Eliminating the left turn at the main need for a left-turn arrow. intersection wait intersection simplifies signal timings and times by 65%. provides more green time and less con- • Increases safety at the gestion to the major direction. intersection by eliminating traffic However, the design conflicts caused by left turns. was abandoned in 2014 Median U-turn intersections are similar due to a lack of public to superstreets but differ in that medi- Implementation Issues understanding and an U-turns allow minor street traffic to This intersection design can require acceptance. pass straight through the intersection. additional right-of-way to accommodate Superstreet intersections require all the U-turn turning radius in the median. -
Gratiot Avenue
BEST: Gratiot Avenue Tech Memo #2 – Transportation 8/28/2015 Parsons Brinckerhoff BEST: Gratiot Avenue Tech Memo 2 - Transportation | 2 Table of Contents 1 INTRODUCTION .................................................................................................................................... 3 2 EXISTING (2015) TRANSPORTATION CONDITIONS ......................................................................... 4 2.1 TRANSPORTATION PATTERNS ............................................................................................................ 4 2.2 PUBLIC TRANSIT ............................................................................................................................... 9 2.2.1 Detroit Department of Transportation (DDOT) ..................................................................... 9 2.2.2 Suburban Mobility Authority for Regional Transportation (SMART) ................................... 11 2.2.3 Detroit Transportation Corporation ..................................................................................... 15 2.2.4 M-1 Rail .............................................................................................................................. 15 2.2.5 Transit Windsor ................................................................................................................... 15 2.2.6 Intercity Rail and Bus Services ........................................................................................... 15 2.2.7 Shuttle Services ................................................................................................................. -
2014 Median Handbook
2014 MEDIAN HANDBOOK The purpose of this document is to guide the professional through the existing rules, standards and procedures, as well as to provide current national guidance on the best ways to plan for medians and median openings. Unless specifically referenced, this is not a set of standards nor a Departmental procedure. It is a comprehensive guide to allow the professional to make the best decisions on median planning. The primary thrust of this handbook is the unsignalized median opening. Even though much of this material can be used with signalized intersection planning, issues of signalized queues and signal timing are not covered in detail. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATON 850-414-4900 dot.state.fl.us/planning/systems CH1 Introduction MEDIAN HANDBOOK Contents CH 1 Introduction ..................................................................................................................... 5 1.0 Medians and their Importance for Safety ........................................................................ 5 1.0.1 What are the Benefits of Medians? .......................................................................... 5 1.1 How Medians Fit in with Access Management ................................................................ 6 1.1.1 What is the Function of a Median Opening? ............................................................ 6 1.1.2 The Location of Median Openings ............................................................................ 7 1.1.3 Medians Increase Safety – Case Studies .................................................................. -
Traffic Congestion: Intelligent Routing & Its Effects on Fuel Efficiency
Traffic Congestion: Intelligent Routing & Its Effects on Fuel Efficiency & Total Congestion Costs Kofi Adofo Raymond Govus Andrew Jairam Michelle Udeli EXECUTIVE SUMMARY The average American has been shifting towards an increasingly vehicle-dependent lifestyle over the past quarter of a century due to changes in generational demographic and housing preferences. Current patterns in metropolitan growth have favored edge areas over city centers. Furthermore, most new growth is characterized as single-use land development, such as business parks, housing suburbs, or strip malls. This stratification of land uses necessitates additional driving and eliminates the ability to group vehicle trips. Additionally, the number of cars in the country has continued to dramatically outpace the construction of new highways or public transportation options. The combinations of these two factors result in ever increasing congestion rates and vehicle residence time among commuters. This translates to significant levels of unnecessary emissions which could be something targeted early in campaign to reduce national C02 levels. Furthermore, looking beyond emissions, the time and money wasted in congestion alone should necessitate a solution to the problem. The solutions which we proposed to the congestion problem are stratified by the time scale which they operate on. Short term solutions involve making the current system more efficient and distributing the traffic load among the available mass transit options. Long term solutions will require a different approach to the manner which we regulate growth and transportation. Incentives to decrease the proximity between housing and employment in metropolitan areas should be pursued as well as a large scale re-investment in mass public transit. -
Retail Market Study 1
Mack Avenue Retail & Restaurant Market Analysis Grosse Pointe & Detroit, Michigan Prepared for: City of Grosse Pointe Park City of Grosse Pointe City of Grosse Pointe Farms City of Grosse Pointe Woods City of Detroit Prepared by: Gibbs Planning Group 12 July 2016 TABLE OF CONTENTS INTRODUCTION .................................................................................................................. 1 Executive Summary ............................................................................................................. 1 Background .......................................................................................................................... 3 Methodology ......................................................................................................................... 4 Trade Area ........................................................................................................................... 6 Demographic Characteristics ............................................................................................... 7 Tapestry Lifestyles ............................................................................................................... 9 Employment Base ................................................................................................................ 12 TRADE AREA CHARACTERISTICS ................................................................................... 14 Location ............................................................................................................................... -
LARGEST RETAIL Centersranked by Gross Leasable Area
CRAIN'S LIST: LARGEST RETAIL CENTERS Ranked by gross leasable area Shopping center name Leasing agent Address Gross leasable area Company Number of Rank Phone; website Top executive(s) (square footage) Center type Phone stores Anchors Twelve Oaks Mall Daniel Jones 1,515,000 Super-regional Joe Maiorana 200 Nordstrom, Macy's, Lord & Taylor, J.C. Penney, Sears 27500 Novi Road, Novi 48377 general manager The Taubman Co. 1. (248) 348-9400; www.shoptwelveoaks.com (248) 258-6800 Lakeside Mall Ed Kubes 1,506,000 Super-regional Niki Cordell 180 Macy's, Macy's Men & Home, Sears, J.C. Penney, Lord & 14000 Lakeside Circle, Sterling Heights 48313 general manager General Growth Properties Inc. Taylor 2. (586) 247-1590; www.shop-lakesidemall.com (312) 960-5270 Oakland Mall Peter Light 1,500,000 Super-regional Jennifer Jones 128 Macy's, Sears, J.C. Penney 412 W. 14 Mile Road, Troy 48083 general manager Urban Retail Properties LLC 3. (248) 585-6000; www.oaklandmall.com (248) 585-4114 Northland Center Casey Conley 1,449,719 Super-regional Amanda Royalty 102 Macy's, Target 21500 Northwestern Hwy., Southfield 48075 assistant general manager AAC Realty 4. (248) 569-6272; www.shopatnorthland.com (317) 590-7913 Somerset Collection John Myszak 1,440,000 Super-regional The Forbes Co. 180 Macy's, Neiman Marcus, Nordstrom, Saks Fifth Avenue 2800 W. Big Beaver Road, Troy 48084 general manager (248) 827-4600 5. (248) 643-6360; www.thesomersetcollection.com Eastland Center Brent Reetz 1,393,222 Super-regional Casey Conley 101 Target, Macy's, Lowe's, Burlington Coat Factory, K&G 18000 Vernier Road, Harper Woods 48225 general manager Ashkenazy Acquisition Corp. -
DETROIT, MICHIGAN For
RALPH J. STEPHENSON CONSULTING ENGINEER SITE LOCATION STUDY - DETROIT, MICHIGAN for ANERICAN MULTI CINEMA CORPORATION Kansas City, Missouri Table of Contents and Introduction * * * * * * * * * * * * * * * * * * * * * Chapter I Recommendations . Page 1 Chapter II Theaters in the Detroit area . Page 18 Chapter III Commercial facilities in the Detroit area Page 59 Chapter IV Hethodology • • • • • Page 169 In the spring and early summer of 1970 a detailed evaluation was made of possible locations for Multi Cinema sites in Detroit, Michigan. Detroit is a large metropolitan area of approximately 4,200,000 persons located in the southeastern sector of Michigan. Detroit has a well diversified, industrially oriented economy. However, its major economic strength still rests in the auto mobile and automobile related businesses. These businesses con cern production, service and sales and give the population of the city a wide diversity of interests and abilities. Funda mentally, Detroit is considered a working city. RALPH J. STEPHENSON CONSULTING ENGINEER The potential in Detroit for Multi Cinema is good in some areas but very poor in others. Successful penetration will probably be best gained by locating in presently unfulfilled theater market areas. In Chapter I the various possible locations considered are listed in priority order, the most desirable being shown first. In Chapter II a description of all theater o~rations in the Detroit metropolitan area is presented. Chapter III provides a detailed description of major corr~ercial facilities in Detroit, arranged by facility number as shown on location maps, one and two. Chapter IV briefly describes the techniques used in making the study. /l ~9. Ralph J~' Stephenson, P.E. -
Crosstown Parkway Extension: Innovations Through Design-Build
Crosstown Parkway Extension: Innovations Through Design-Build APWA Florida Chapter 2016 Public Works Expo April 19, 2016 Presenters » Frank Knott, City of Port St. Lucie Public Works, Project Manager » Rachel Back, PE, CFM, RS&H, Inc., Design Project Manager » Stephen Park, PE, RS&H, Inc., Roadway Engineer of Record Technical Session Outline 1. Project History/Overview – Frank Knott 2. Design-Build Process – Rachel Back 3. Archer Western/RS&H Team Approach 1. Overview 2. Alternative Technical Concepts (ATCs) and Innovations 3. Superstreet Intersection – Stephen Park 4. Other Added Value 4. Design-Build Procurement Results 5. Post-Award Partnering 6. Project Visualization 7. Project Status 8. Questions Timeline 2000s - Federalization of the Project from Manth Lane to US-1 and the PD&E Study - Initiation of PD&E Study and conceptual alternatives/corridor analysis 1980s -1990s - 3rd East-West River Crossing Planning Efforts - 2005 Voter Referendum, 89% approval of $165M general – Completion of the Port St. Lucie Blvd. obligation bond to fund Project and Prima Vista Blvd. Bridges - 2009 Opened 5 miles - City conveys over 1,000 acres of river Crosstown Parkway Corridor property to FDEP from I-95 East to Manth Lane Project History/Overview Project History/Overview February 2014 to Present - FHWA’s ROD Issued approving the LPA Route 1C - 1st Amendment FDEP MOU 2010s executed: revised Proprietary - Representative Corridor Mitigation Plan addressing “worst case scenario” - City permit applications to impacts SFWMD and USACE - MOU with FDEP - Draft -
Best Design Practices for Walking and Bicycling in Michigan
Best Design Practices for Walking and Bicycling in Michigan Michigan Department of Transportation Acknowlegements These best design practices were prepared by T.Y. Lin International at the direction of the Michigan Department of Transportation. Participating Agencies Center for Education and Research in Safety Western Michigan University Corradino Group Cover photo source: Ann Arbor Downtown Development Authority Best Design Practices for Walking and Bicycling in Michigan 2 Table of Contents Introduction 4 Corridor Improvements 35 Signalized Intersection Improvements 5 Sidewalks and Paved Shoulders 36 Proper Walking Speed 6 Road Diet 37 Fixed Time Signals or Pedestrian Push-Buttons 7 Raised Median 38 Pedestrian Countdown Signal 8 On-Street Parking 39 Leading Pedestrian Interval 9 Rear-In Diagonal Parking 40 Pedestrian-Only Phase (Scramble) 10 Bike Lane 41 Exclusive Left (Leading/Lagging) 11 Shared Lane Markings 42 Flashing Yellow Arrow 12 Buffered Bike Lane 43 Prohibited Left Turns (Michigan Left) 13 Colored Bike Lane 44 Prohibited Right Turn on Red 14 Contra-flow Bike Lane 45 Advance Stop Bar 15 Left Side Bike Lane 46 Pork Chop Island 16 Cycle Track 47 Bulb-Outs 17 References 48 Roundabout 18 Bicycle Signal Detection 19 Intersection Bike Crossing Markings 20 Bike Box 21 Two-Stage Bike Left Turn 22 Combined Bike/Turn Lane 23 Bicycle Signals 24 Unsignalized Pedestrian Crossing Improvements 25 Marked Crosswalk 26 Advance Yield Markings 27 In-Roadway Yield Sign 28 Pedestrian / Bicycle Refuge Island 29 Rectangular Rapid Flash Beacon 30 Pedestrian Hybrid Beacon 31 Midblock Signal 32 Roadway Illumination 33 Overpass or Underpass 34 Best Design Practices for Walking and Bicycling in Michigan 3 Introduction The Michigan Department of Transportation (MDOT) has undertaken Potential crashes for each best practice is summarized as either reducing a research initiative to determine how to optimize pedestrian and or having no difference on crashes. -
(866) 962-5515
Bordman Road Bordman Road Bordman Road Memphis . MEMPHIS City Offices M-53 R McKAIL RD. GROVELAND HADLEY RD North Ave VASSA OAKWOOD RD. OAKWOOD HAVEN RD THAYER RD. BELFORD RD. GROVELAND . LEONARD RD. GAGE RD. OXFORD LEONARD ORTONVILLE HURD RD. HOLLY DELANO RD I-75 HUMMER LAKE RD. TOWNSHIP PERRYSVILLE HUMMER LK. RD. TOWNSHIP M-19 BALDWIN RD NOBLE RD. PERRYSVILLE LAPEER RD. KURTZ RD. KENT RD. LAHRING RD. DUNLAP ARMADA OXFORD GARDNER RD RAY RD. BRANDON HAGERMAN RD. TOWNSHIP GROVELAND BRANDT RD. TOWNSHIP ARMY RD. FRICK RD. ROCHESTER RD. TOWNSHIP VAN RD. BRUCE GRANGER RD. RAY RD. GRANGE HALL RD. N. HOLLY RD. CURTIS RD TOWNSHIP GLASS ADDISON FAGAN RD GRANGER TINSMAN RD. COATS RD. ARMADA SHERWOOD RD. TOWNSHIP . MACK RD. LAKEVILLE RD. Armada Ridge Road PERRY LAKE RD. QUICK RD. GRANGE HALL RD. McGINNIS RD. LAKE GEORGE RD d OXFORD a RAMSEY RD. o R e Romeo Plank Road g BIRD RD JOSSMAN RD id DIXIE HWY. HADLEY RD. R SHASHABAW RD. FISH LAKE RD. a TOWNSEND d a DRAHNER RD. BREWER RD. North Ave. rm A BALD EAGLE RD. RICHMOND HOLLY WILDWOOD RD. STANTON TOWNSHIP E. HOLLY RD. OAK HILL RD. RICHMOND OAK HILL RD. INDIAN LAKE RD. ROMEO RD. 32 Mile Road ROMEO 32 Mile Road 32 Mile Road HOUSER KIER RD. Richmond M-19 INDIANWOOD RD. HOLLY SHAPPIE RD. City Offices FENTON RD. DARTMOUTH . ALLEN RD. LAKE PREDMORE RD. Y ELLIS RD. W RATTALEE LAKE RD. ORION H RATTALEE LAKE RD. WHIPPLE LAKE RD. L A MEWMAN RD. I LENOX R O RAY TOWNSHIP BRIDGE LAKE RD. -
Reduced Left–Turn Conflict Intersections Summary
PROVEN SAFETY COUNTERMEASURE: Reduced Left-Turn Conflict Intersections FHWA Safety Program http://safety.fhwa.dot.gov NOTICE This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. QUALITY ASSURANCE STATEMENT The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Cover photo sources: Lef - Bolton & Menk, Inc., Top right - FHWA, Right bottom - FHWA Reduced Left-Turn Conflict Intersections What is it? Generally, reduced left-turn conflict intersections are geometric designs that lessen the number or severity of potential vehicle-to-vehicle conflicts associated with left-turn movements. Two of these highly effective intersection designs are included in this FHWA Proven Safety Countermeasure—the restricted crossing U-turn (RCUT) and the median U-turn (MUT). In addition to modifying conflict points, these designs simplify driver decisions, reduce intersection congestion and delay, and minimize the potential for related crashes. For the RCUT and the MUT, the main intersection and the designated U-turn locations may be signalized or unsignalized.