Section 10: Peer Cities Figure 10-1: Peer City Comparison of Population and Transportation Characteristics
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Roundabout Planning, Design, and Operations Manual
Roundabout Planning, Design, and Operations Manual December 2015 Alabama Department of Transportation ROUNDABOUT PLANNING, DESIGN, AND OPERATIONS MANUAL December 2015 Prepared by: The University Transportation Center for of Alabama Steven L. Jones, Ph.D. Abdulai Abdul Majeed Steering Committee Tim Barnett, P.E., ALDOT Office of Safety Operations Stuart Manson, P.E., ALDOT Office of Safety Operations Sonya Baker, ALDOT Office of Safety Operations Stacey Glass, P.E., ALDOT Maintenance Stan Biddick, ALDOT Design Bryan Fair, ALDOT Planning Steve Walker, P.E., ALDOT R.O.W. Vince Calametti, P.E., ALDOT 9th Division James Brown, P.E., ALDOT 2nd Division James Foster, P.E., Mobile County Clint Andrews, Federal Highway Administration Blair Perry, P.E., Gresham Smith & Partners Howard McCulloch, P.E., NE Roundabouts DISCLAIMER This manual provides guidelines and recommended practices for planning and designing roundabouts in the State of Alabama. This manual cannot address or anticipate all possible field conditions that will affect a roundabout design. It remains the ultimate responsibility of the design engineer to ensure that a design is appropriate for prevailing traffic and field conditions. TABLE OF CONTENTS 1. Introduction 1.1. Purpose ...................................................................................................... 1-5 1.2. Scope and Organization ............................................................................... 1-7 1.3. Limitations ................................................................................................... -
Chapter 10 Grade Separations and Interchanges
2005 Grade Separations and Interchanges CHAPTER 10 GRADE SEPARATIONS AND INTERCHANGES 10.0 INTRODUCTION AND GENERAL TYPES OF INTERCHANGES The ability to accommodate high volumes of traffic safely and efficiently through intersections depends largely on the arrangement that is provided for handling intersecting traffic. The greatest efficiency, safety, and capacity, and least amount of air pollution are attained when the intersecting through traffic lanes are grade separated. An interchange is a system of interconnecting roadways in conjunction with one or more grade separations that provide for the movement of traffic between two or more roadways or highways on different levels. Interchange design is the most specialized and highly developed form of intersection design. The designer should be thoroughly familiar with the material in Chapter 9 before starting the design of an interchange. Relevant portions of the following material covered in Chapter 9 also apply to interchange design: • general factors affecting design • basic data required • principles of channelization • design procedure • design standards Material previously covered is not repeated. The discussion which follows covers modifications in the above-mentioned material and additional material pertaining exclusively to interchanges. The economic effect on abutting properties resulting from the design of an intersection at-grade is usually confined to the area in the immediate vicinity of the intersection. An interchange or series of interchanges on a freeway or expressway through a community may affect large contiguous areas or even the entire community. For this reason, consideration should be given to an active public process to encourage context sensitive solutions. Interchanges must be located and designed to provide the most desirable overall plan of access, traffic service, and community development. -
City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
GUIDELINES for TIMING and COORDINATING DIAMOND November 2000 INTERCHANGES with ADJACENT TRAFFIC SIGNALS 6
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. TX-00/4913-2 4. Title and Subtitle 5. Report Date GUIDELINES FOR TIMING AND COORDINATING DIAMOND November 2000 INTERCHANGES WITH ADJACENT TRAFFIC SIGNALS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Nadeem A. Chaudhary and Chi-Leung Chu Report 4913-2 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 7-4913 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research: Construction Division September 1998 – August 2000 Research and Technology Transfer Section 14. Sponsoring Agency Code P. O. Box 5080 Austin, Texas 78763-5080 15. Supplementary Notes Research performed in cooperation with the Texas Department of Transportation. Research Project Title: Operational Strategies for Arterial Congestion at Interchanges 16. Abstract This report contains guidelines for timing diamond interchanges and for coordinating diamond interchanges with closely spaced adjacent signals on the arterial. Texas Transportation Institute (TTI) researchers developed these guidelines during a two-year project funded by the Texas Department of Transportation. 17. Key Words 18. Distribution Statement Diamond Interchanges, Capacity Analysis, Traffic No restrictions. This document is available to the Signal Coordination, Traffic Congestion, Signalized public through NTIS: Arterials National Technical Information Service 5285 Port Royal Road Springfield, Virginia 22161 19. Security Classif.(of this report) 20. Security Classif.(of this page) 21. No. of Pages 22. Price Unclassified Unclassified 50 Form DOT F 1700.7 (8-72) Reproduction of completed page authorized GUIDELINES FOR TIMING AND COORDINATING DIAMOND INTERCHANGES WITH ADJACENT TRAFFIC SIGNALS by Nadeem A. -
Recommended Ramp Design Procedures for Facilities Without Frontage Roads
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-05/0-4538-3 4. Title and Subtitle 5. Report Date RECOMMENDED RAMP DESIGN PROCEDURES FOR September 2004 FACILITIES WITHOUT FRONTAGE ROADS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. J. Bonneson, K. Zimmerman, C. Messer, and M. Wooldridge Report 0-4538-3 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 0-4538 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2002 - August 2004 P.O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Ramp Design Considerations for Facilities without Frontage Roads 16. Abstract Based on a recent change in Texas Department of Transportation (TxDOT) policy, frontage roads are not to be included along controlled-access highways unless a study indicates that the frontage road improves safety, improves operations, lowers overall facility costs, or provides essential access. Interchange design options that do not include frontage roads are to be considered for all new freeway construction. Ramps in non- frontage-road settings can be more challenging to design than those in frontage-road settings for several reasons. Adequate ramp length, appropriate horizontal and vertical curvature, and flaring to increase storage area at the crossroad intersection should all be used to design safe and efficient ramps for non-frontage-road settings. -
What Are the Advantages of Roundabouts?
What is a roundabout? A roundabout is an intersection where traffic travels around a Circulatory central island in a counter- Truck Apron Roadway clockwise direction. Vehicles entering or exiting the roundabout must yield to vehicles, bicyclists, and pedestrians. Figure 1 presents the elements of a roundabout. Yield Line Splitter Island Figure 1: Elements of a Roundabout What are the advantages of roundabouts? • Less Traffic Conflict: Figure 2 compares the conflict points between a conventional intersection and a modern roundabout. The lower number of conflict points translates to less potential for accidents. • Greater safety(1): Primarily achieved by slower speeds and elimination of left turns. Design elements of the roundabouts cause drivers to reduce their speeds. • Efficient traffic flow: Up to 50% increase in traffic capacity • Reduced Pollution and fuel usage: Less stops, shorter queues and no left turn storage. • Money saved: No signal equipment to install or maintain, plus savings in electricity use. • Community benefits: Traffic calming and enhanced aesthetics by landscaping. (1) Statistics published by the U.S. Dept. of transportation, Federal Highway Administration shows roundabouts to have the following advantages over conventional intersections: • 90% reduction in fatalities • 76% reduction in injuries • 35% reduction in pedestrian accidents. Signalized Intersection Roundabout Figure 2: Conflict Point Comparison How to Use a Roundabout Driving a car • Slow down as you approach the intersection. • Yield to pedestrians and bicyclists crossing the roadway. • Watch for signs and pavement markings. • Enter the roundabout if gap in traffic is sufficient. • Drive in a counter-clockwise direction around the roundabout until you reach your exit. Do not stop or pass other vehicles. -
Interchange Modification Report
INTERSTATE 75 AND STATE ROAD 884 (COLONIAL BOULEVARD) INTERCHANGE LEE COUNTY, FLORIDA INTERCHANGE MODIFICATION REPORT Prepared for: Florida Department of Transportation – District One February 2015 Interchange Modification Report Interstate 75 and State Road 884 (Colonial Boulevard), Lee County, Florida I, Akram M. Hussein, Florida P.E. Number 58069, have prepared or reviewed/supervised the traffic analysis contained in this study. The study has been prepared in accordance and following guidelines and methodologies consistent with FHWA, FDOT and Lee County policies and technical standards. Based on traffic count information, general data sources, and other pertinent information, I certify that this traffic analysis has been prepared using current and acceptable traffic engineering and transportation planning practices and procedures. ______________________________ Akram M. Hussein, P.E. #58069 ______________________________ Date TABLE OF CONTENTS Page SECTION 1 EXECUTIVE SUMMARY ......................................................................... 1-1 SECTION 2 PURPOSE AND NEED .............................................................................. 2-1 SECTION 3 METHODOLOGY ...................................................................................... 3-1 SECTION 4 EXISTING CONDITIONS ......................................................................... 4-1 4.1 DATA COLLECTION METHODOLOGY ........................................................................ 4-5 4.2 TRAFFIC FACTORS ......................................................................................................... -
Rules for Driving Roundabouts
RULES FOR DRIVING ROUNDABOUTS www.wisconsinroundabouts.gov General information for all roundabouts Steps for driving a roundabout: Roundabouts are becoming more common 1. Slow down. Obey traffic signs. in the U.S. because they provide safer and 2. Yield to pedestrians and bicyclists. more efficient traffic flow than standard 3. Yield to traffic on your left intersections. By keeping traffic moving one-way already in the roundabout. in a counterclockwise direction, there are fewer 4. Enter the roundabout when conflict points and traffic flows smoothly. there is a safe gap in traffic. Crash statistics show that roundabouts 5. Keep your speed low reduce fatal crashes about 90%, reduce within the roundabout. injury crashes about 75%, and reduce overall 6. As you approach your exit, crashes about 35%, when compared Draft 5 February 2, 2009 turn on your right turn signal. to other types of intersection control. 7. Yield to pedestrians and When driving a roundabout, the same bicycles as you exit. general rules apply as for maneuvering Emergency vehicles in the roundabout through any other type of intersection. P Always yield to emergency vehicles. Truck apron P If you have not entered the roundabout, pull Large vehicles need more space when driving over and allow emergency vehicles to pass. in a roundabout. A truck apron is a paved area P If you have entered the roundabout, on the inside of the roundabout for the rear wheels continue to your exit, then pull over of large trucks to use when turning, sometimes and allow emergency vehicles to pass. referred to as off-tracking. -
Diverging Diamond Interchange (DDI)
What Why How CFI - SR 400 @ SR 53, Dawson County, GA Intersection Control Evaluation A performance-based approach to objectively screen alternatives by focusing on the safety related benefits of each. Traditional Intersections SR 11 @ SR 124, Jackson County, GA Johnson Rd @ SR 74, Fayette County, GA Dogwood Trail @ SR 74, Fayette County, GA Roundabout SR 138 @ Hembree Rd, Fulton County, GA Roundabout • 215+ Existing • 50+ On System/or GDOT $$ • 165+ Off System • 20+ Currently Under Construction • 155+ Planned/programmed RBTs 6 Diverging Diamond Interchange (DDI) I-95 @ SR 21, Port Wentworth, Chatham County, GA Diverging Diamond Interchange (DDI) • 6 Existing • 2 Design/under construction • 10+ Under consideration Total: 18+ Continuous Green T SR 120 @ John Ward Rd SW, Cobb County, GA Single Point Urban Interchange (SPUI) SR 400 @ Lenox Rd NE, Fulton County, GA Reduced Conflict U-Turn (RCUT) SR 20 @ Nail Rd, Henry County, GA Continuous Flow Intersection (CFI) SR 400 @ SR 53, Dawson County, GA Unsignalized Signalized • Minor Stop • Signal • All-Way Stop • Median U-Turn • Mini Roundabout • RCUT • Single Lane Roundabout • Displaced Left Turn (CFI) • Multilane Roundabout • Continuous Green-T • RCUT • Jughandle • RIRO w/Downstream U-Turn • Diamond Interchange (signal) • High-T (unsignalized) • Quadrant Roadway • Offset-T Intersections • Diverging Diamond • Diamond Interchange (Stop) • Single Point Interchange • Diamond Interchange (RAB) • Turn Lane Improvements • Turn Lane Improvements • Other Intersection Control Evaluation Deliver a transportation -
How to Drive in a Roundabout America in the Spring of 1990 by Constructing the First Circular Intersection in Summerlin, a Suburb of Las Vegas
The Modern Roundabout Nevada introduced the modern roundabout to How to drive in a Roundabout America in the spring of 1990 by constructing the first circular intersection in Summerlin, a suburb of Las Vegas. Still many drivers in Nevada are unfamiliar with them despite the many benefits offered by the modern roundabout. New roundabouts have been constructed at Kietzke Lane & Neil Road in Reno and at Eagle Canyon and La Posada Drives off the Pyramid Highway. These roundabouts have improved traffic flow and safety on these roadways. Modern roundabouts offer many proven benefits: improved safety, reduction in delays and lower maintenance costs. Roundabouts can be a single lane or multi-lane intersection. Studies have shown roundabouts reduce vehicle collisions by 39% and injury producing accidents by 76%. Roundabouts also improve traffic flow when replacing stop signs or traffic signals at intersections by as much as 75%. There are significant savings in maintenance costs of up to $5000 annually versus the costs Artist rendering of Kietzke Lane/Neil Road Roundabout associated with traffic signals. This brochure provides you with information about how to safely drive in a roundabout. An Simple tips for driving a roundabout instructional video is available on rtcwashoe.com or at any Washoe County library. 1 Slow down To learn more visit rtcwashoe.com and click the 5 Watch for pedestrians Streets and Highways tab for information on Roundabouts. To obtain additional copies of as you approach the 2 this brochure or the instructional video, e-mail roundabout Michael Moreno, RTC Community Relations at Look to your left when [email protected] or call 775-335-1869. -
Diverging Diamond Interchange Agenda
Diverging Diamond Interchange Agenda . DDI Design . DDI vs. SPUI . SPUI Lessons Learned . DDI Retrofit Design . DDI – I-15/Pioneer Crossing What is a DDI? A DDI is a concept that requires drivers to briefly cross to the left, or opposite side of the road at carefully designed crossover intersections, to eliminate a signal phase. Primary Goal: Better accommodate left turns and eliminate a phase in the signal cycle. What is a DDI? Advantages Disadvantages . Reduces Signal Phases; . Lower Speed Through Improves Operations Interchange . Reduces Conflict Points; . Requires Longer Footprint Improves Safety Between Intersections . Reduces Bridge Area; . Not Practical with a One-way Lowers Costs Frontage Road DDI Design Signal Phasing Alternating Progression Left Turn Progression DDI Design Safety . About 50% Fewer Points of Conflict . Conflict Comes From Only One Direction . Lower Speed Conflicts (less severity, fewer accidents) DDI Design . When is a DDI a possible solution? • Heavily Congested Locations • Intersections Spacing of Approximately 500 Feet or More • Skewed Intersections Work Well Interchange Design DDI Intersection DDI Facts: First 5 Constructed in 3 States DDI Facts: Currently 34 Locations in 14 States SPUI Facts: First 3 Constructed in 3 States SPUI Facts: Currently over 250 in 35 States SPUI’s in Arizona: First Constructed . University Dr/Hohokam Expwy (SR-143) . I-10/7th Street and 7th Avenue . SR-51 (Squaw Peak Parkway) SPUI’s in Arizona: ADOT Comments . Early Designs Work Well . Tight Footprint is Most Effective . Right Turns can be an Issue . Pedestrian Crossings need more research . Left Turn Design is Critical University/Hohokam, Phoenix, AZ DDI Retrofit Design - St George, Utah DDI Retrofit Design - St George, Utah DDI Retrofit Design - SR 210/Baseline DDI Retrofit Design - SR 210/Baseline DDI Retrofit Design - Graves Mill Rd/US 501 DDI Retrofit Design - Graves Mill Rd/US 501 CPHX Examples I-10/University Drive CPHX Examples SR 101/Thunderbird Selection of DDI - I-15/Pioneer Crossing . -
Upgrade U.S. 30 Whitley County
Upgrade U.S. 30 Whitley County A Concept for a U.S. 30 Freeway across Whitley County, Indiana Whitley County U.S. 30 Planning Committee January 2017 TABLE OF CONTENTS Executive Summary ........................................................................................................................................................ 5 Introduction ....................................................................................................................................................................... 7 Existing Conditions ......................................................................................................................................................... 9 Public Participation ...................................................................................................................................................... 15 The Concept for U.S. 30 ............................................................................................................................................... 19 Improvement Examples .............................................................................................................................................. 37 Implementation Strategies ........................................................................................................................................ 41 WHITLEY COUNTY U.S. 30 PLANNING COMMITTEE Ryan Daniel, Mayor Mark Hisey, Vice President of Facilities Design City of Columbia City Parkview Health George Schrumpf, Commissioner Jon Myers,