WIS 23 2018 LS SFEIS Project ID 1440-13/15-00 Alternatives (1 of 2)
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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. -
Wisconsin Avenue Extension Technical Review
WISCONSIN AVENUE EXTENSION TECHNICAL REVIEW November 16, 2016 STUDY AREA RELATED TRAFFIC DATA Intersection Spacing: • Bluemound to Watertown Plank Road = 325 feet • Watertown Plank Road to Wisconsin Ave = 535 feet Evening Peak Hour Traffic: • Watertown Plank Road = 940 vph • Office Access (north) = 220 vph • Office Access (south) = 80 vph • Pilgrim Parkway = 2,410 vph • Bluemound Road = 4,640 vph RELATED TRAFFIC DATA Selected Peak Hour Traffic Movement Volumes: • Watertown Plank Road westbound left turn = 350 vph • North Shore Bank eastbound right turn = 100 vph • Ace Hardware driveway (2-way volume) = 110 vph • Pilgrim Parkway southbound left turn at Watertown Plank Road = 65 vph • Pilgrim Parkway northbound right turn at Watertown Plank Road = 380 vph • Bluemound Road eastbound left turn at Pilgrim Parkway = 645 vph Ayres Associates Field Observations: 1. Eastbound Bluemound left turn regularly backs into Bluemound intersection from Watertown Plank Road intersection (up to 4 cars) 2. Southbound Pilgrim Road traffic sometimes backs into Watertown Plank Road intersection 3. Traffic diversion observed on Terrace Drive 4. Terrace Drive right turn conflicts with eastbound Bluemound Road U-turns 5. Minor cut-through traffic observed in Bakers Square and Mobil parking lots WISCONSIN AVENUE ANALYSIS SCENARIOS Scenario Description 1 Existing Condition (no extension) 2 Extension with 2-way stop signs 3 Extension with traffic signals 4 Extension with removal of Watertown signals but allow right turns and northbound left A – with signals at Wisconsin -
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. -
Transportation Plan
Appendix B: City of Fredericksburg Comprehensive Plan Transportation Analysis July 2007 prepared for City of Fredericksburg by in association with City of Fredericksburg Transportation Analysis Comprehensive Plan Appendix B: Contents 1 Transportation Overview.......................................................................................................B-1 2 A Multi-Modal System ............................................................................................................B-1 2.1 Pedestrian and Bicycle Ways ........................................................................................B-3 2.2 Roadways.........................................................................................................................B-7 2.3 Bus Transit....................................................................................................................B-12 2.4 Commuting...................................................................................................................B-12 2.5 Parking...........................................................................................................................B-15 2.6 Air, Rail and Bus Service.............................................................................................B-16 2.7 Movement of Goods and Services............................................................................B-17 3 Best Practices..........................................................................................................................B-17 3.1 Pedestrian -
Community Meeting for Mary Avenue Grade Separation, Aug. 10, 2017
Caltrain Grade Separation Feasibility Study Mary Avenue Railroad Crossing Community Meeting August 10, 2017 Agenda • Meeting format review • Goals and context • Mary Avenue options Feedback • Q and A • Next steps • Adjourn 2 Caltrain Grade Separations Project Goals Improve Safety (LUTE Policy 24, 36, 40, 41, 42, 46) Enhance Reduce Ped/Bike Traffic Delay Access (LUTE Policy 32, 42) (LUTE Policy 24, 33, 36, 41) 4 Project Context 60,000 50,000 40,000 30,000 Average Daily Ridership Daily Average 20,000 76 trains 92 trains 114 trains (2003) (2016) +80-106 HSR (2040) Caltrain Grade Separation – VTA Program Description Sunnyvale has 2 of the 8 at grade crossings VTA criteria include cost efficiency and Complete Streets 6 Screening Alternatives Screening • Establish rail and road criteria Alternatives • Identify existing conditions • Develop cursory design of alternatives • Identify impacts and constraints Impacts • Bring results to community Variants of • Identify feasible alternatives Screening • Develop variants to minimize impacts Alternatives • Engage community for input 7 Initial Screening Alternatives 8 At-grade Railroad Crossing Grade Separated Crossing - Overpass At-grade Railroad Crossing Grade Separated Crossing - Underpass Design Criteria Roadway Railroad Grades 4.75% 1.2% max Design speed 30 - 45 mph 79 mph for shoofly (temp rail) Based on posted speed 110 mph for final condition plus 5 mph Bridge depth 5’ 6.75’ Supporting roadway Supporting railroad Vertical clearance Underpass Overpass 15.5’ over roadway 27’ over railroad Roadway -
Order for Professional Services No. T3694 Design Services for Contract No
OPS No. T3694 Design Services for Contract No. T300.489 Interchange 18E Express E-ZPass and 16E Improvements Page 1 of 34 April 23, 2018 To: ALL CONSULTANTS Subject: REQUEST FOR EXPRESSIONS OF INTEREST ORDER FOR PROFESSIONAL SERVICES NO. T3694 DESIGN SERVICES FOR CONTRACT NO. T300.489 INTERCHANGE 18E EXPRESS E-ZPASS AND 16E IMPROVEMENTS The New Jersey Turnpike Authority (Authority) invites Expressions of Interest (EOIs) for a Simple project from engineering firms prequalified and eligible in the following Profile Codes Profile Code(s) Description(s) A250 Fully Controlled Access Highways A256 Toll Plazas (site, islands, tunnels, canopy) Attached (see Section I) is a list of all consultants currently prequalified and eligible to submit an EOI for the above referenced assignment. *Joint Ventures (*Firms interested in submitting an EOI as a Joint Venture must be prequalified as a Joint Venture with the Authority) that meet all of the Profile Code requirements are also eligible to submit an EOI. To qualify as a prequalified consultant, a firm must have on file with the Authority a current “Professional Service Prequalification Questionnaire” (PSPQ) package prior to submission of the EOI. A current PSPQ is one that has been on file with the Authority for no more than 24 months, or in certain cases for no more than 12 months. Only those firms who have been prequalified for the specified profile code(s) this project entails will be considered. Prequalification is not required for subconsultants. Prequalification is required however for Joint Ventures. The Authority shall be seeking participation of Small Business Enterprises (SBE) as subconsultants. -
Transportation Committee Meeting Minutes of March 9, 2017
Transportation Committee Meeting Minutes of March 9, 2017 Call to Order: The Transportation Committee meeting was called to order at 6:00 p.m. Members Present David Ross (Courtland Supervisor), Tim McLaughlin (Chancellor Supervisor), Robert Fogg (Battlefield Representative), Marcie Parker (VDOT), Sean Nelson (VDOT), Dan Cole (staff), Doug Morgan (staff), Bonnie Jewell (staff) Others Present None Public Comment None Announcements 1. The task order for the Route 2/17 B Corridor Study was approved on February 23rd. Staff is holding a kick-off meeting for the project next week. Date and time has not yet been finalized. Staff will send out a notice early next week and include members of this committee in case those interested would like to attend. 2. Global Technologies will be holding a demonstration in Stafford (Route 17) on either March 28th or 29th on the Opticom Priority Control System which is a signal preemption system for emergency vehicles. Both the infrared and GPS systems will be demonstrated. A time and location will be determined in the next few days. Discussion Items • CMAQ/RSTP Project Submission: Dan Cole briefed the committee on an e-mail from Paul Agnello requesting new projects, limited available funding and the one project limitation FAMPO was seeking to impose. There was concern from Committee Members about the one project limitation. Mr. McLaughlin indicated that he would discuss the limitation with FAMPO. The Committee was shown several potential CMAQ projects. The Committee selected three projects and prioritized them. These included; 1) Roundabout at Old Plank Road & Andora Drive, 2) Turn Lanes at the Old Plank Road & Chancellor Road intersection, and 3) a southbound right turn lane improvement on Smith Station Road at the Courthouse Road intersection. -
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. -
MN MUTCD Chapter 2H
Chapter 2B. REGULATORY SIGNS TABLE OF CONTENTS Chapter 2B. REGULATORY SIGNS 2B.1 Application of Regulatory Signs ..........................................................................................2B-1 2B.2 Design of Regulatory Signs ..................................................................................................2B-1 2B.3 Size of Regulatory Signs ......................................................................................................2B-1 2B.4 Right-of-Way at Intersections ...............................................................................................2B-7 2B.5 STOP Sign (R1-1) and ALL WAY Plaque (R1-3P) ...............................................................2B-8 2B.6 STOP Sign Applications .......................................................................................................2B-9 2B.7 Multi-Way Stop Applications ...............................................................................................2B-9 2B.8 YIELD Sign (R1-2) ..............................................................................................................2B-10 2B.9 YIELD Sign Applications .....................................................................................................2B-10 2B.10 STOP Sign or YIELD Sign Placement .................................................................................2B-10 2B.11 Stop Here For Pedestrians Signs (R1-5 Series) ....................................................................2B-11 2B.12 In-Street and Overhead Pedestrian -
(LTA) Evaluation of the Baton Rouge Urban Renewal and Mobility Plan
Louisiana Transportation Authority (LTA) Evaluation of the Baton Rouge Urban Renewal and Mobility Plan (BUMP) to Develop the Project as a Public Private Partnership (P3) October 20, 2015 – Final (With Redactions) TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................ 1 Proposal Overview .................................................................................................................... 1 Construction Cost...................................................................................................................... 1 Tolling ....................................................................................................................................... 1 Traffic and Revenue (T&R) ...................................................................................................... 2 Feasibility .................................................................................................................................. 2 Findings..................................................................................................................................... 3 1.0 CHAPTER ONE – State & Federal Legislation Summary ................................................... 4 1.1 Louisiana State Legislation .............................................................................................. 4 1.2 Federal Legislation .......................................................................................................... -
Plank Road Study
December 2010 PLANK ROAD STUDY Transportation, Engineering, and Development Business Group Acknowledgements City Council Mayor A. George Pradel James E. Boyajian Judith Brodhead Robert W. Fieseler Richard R. Furstenau Paul Hinterlong Douglas Krause Kenn Miller Grant E. Wehrli Plan Commission Michael Brown, Chairman Ann Edmonds Patty Gustin John Herzog Paul Meschino Timothy Messer Patricia Meyer Reynold Sterlin Janet Trowbridge Plank Road Study • December 2010 Page i Table of Contents 1.0 EXECUTIVE SUMMARY AND VISION STATEMENT . 1 2.0 INTRODUCTION . 2 2.1 East Sector Update . 2 2.2 Purpose . 4 2.3 Study Boundary . 4 2.4 Planning Process . 6 3.0 EXISTING CONDITIONS . 7 3.1 Existing Land Uses . 7 3.2 Existing Zoning . 7 3.3 Natural Features. 11 3.4 Infrastructure . 11 4.0 FUTURE LAND USE . 13 4.1 Summary of Community Input . 13 4.2 Future Land Use Considerations and Map . 14 4.3 Future Land Use Objectives and Actions . 16 4.4 Sub-Area Recommendations . 17 4.5 Supplemental Recommendations . 23 4.6 Implementation . 24 5.0 TRANSPORTATION AND ACCESS . 25 5.1 Existing Transportation Network . 25 5.2 Summary of Community Input . 26 5.3 Master Thoroughfare Plan . 28 5.4 Transportation Recommendations . 31 Page ii East Sector Comprehensive Master Plan Update List of Illustrations and Figures PLANK ROAD STUDY SPOTLIGHTS 1. DuPage County Zoning . 9 2. Village of Lisle Boundary Agreement. 10 3. Stormwater . 12 4. Conservation Subdivision Design . 18 LIST OF FIGURES 1. City of Naperville Planning Sector Map . 3 2. Plank Road Study Area . 5 3. Public Input Process Summary . -
Introduction
I-95 Access Study New Access to I-95 between Route 3 and the Rappahannock River 1 INTRODUCTION 1.1 Background The George Washington Regional Commission (GWRC) and the Virginia Department of Transportation (VDOT) are evaluating the possibility of constructing a new access point or interchange with I-95 in the City of Fredericksburg between the Rappahannock River and VA 3 (Route 3). A new toll parkway would intersect with I-95 near the existing rest area and proceed west and tie into Route 3 near Gordon Road (Route 627). Located midway between Washington, D.C. and Richmond, the George Washington Region of Virginia is the scene of intensive growth extending back several decades, as it has become a bedroom community to Washington, D.C. and, to a lesser extent Richmond. Since 1960, the regional population has more than quintupled, from 60,000 residents to nearly 325,000 residents. This hyper growth has manifested itself in rapid suburbanization and has unduly strained the surface transportation system of the Region, taxing the capacity of roadway arterials and collectors alike. None of these roadways has been impacted as much as I-95, a national lifeline and a vital Regional arterial. Interstate 95 traverses the George Washington Region for about forty-seven miles, through the Counties of Stafford, Spotsylvania and Caroline, as well as the City of Fredericksburg. At various places along its course through the Region, I-95 fails from too much traffic and too little capacity. This failure adversely affects the nation as a whole, but it directly threatens the economic well-being and quality of life of residents in the Region.