95Th Street & I-35 Interchange

Total Page:16

File Type:pdf, Size:1020Kb

95Th Street & I-35 Interchange 95th Street & I-35 Full Closure Marked Detour Routes Legend 95th Street & I-35 Interchange xxxx Roadway and ramps closed SB I-35 detour via 87th St. to #jocogateway November 2015 either SB Quivira Rd. or SB Pflumm Rd. to 95th St. 95th Street & I-35 Diverging Diamond Interchange NB I-35 detour via 87th St. to In January 2014, the Kansas Department of Transportation The 95th Street and I-35 Interchange will be closed, rebuilt SB Quivira Rd. to 95th St. or SB selected Gateway Interchange Constructors (GIC) as the as a Diverging Diamond Interchange and reopened during a Pflumm Rd. to 95th St. design-build team to construct the Johnson County Gateway six-month timeframe. In order to do that most efficiently, the Phase 2 Project. The 95th Street and I-35 Interchange entire interchange will be closed. This means that all ramps Other access points for 95th reconstruction is part of the massive $288 million project and will be closed and 95th Street will be closed to through traffic Street Area is currently scheduled to begin in early 2016 and be completed over I-35. The specific sequence of construction activities and in approximately six months. The entire Johnson County schedule are still being refined. Gateway Project is scheduled to be substantially complete by Please sign up for electronic updates and text messages to December 2016. stay informed via the project website: www.jocogateway.com 95th Street & I-35 Diverging Diamond Improvements Here is How a The Diverging Diamond Interchange Advantages of the DDI include: Diverging Diamond (DDI) is popping up all over the Kansas City metro area: K-10 and • Being able to accommodate Interchange works Ridgeview Road, I-435 and Roe higher left turning movements Avenue, I-35 and Homestead Lane, both onto and off of the highway, plus others on the Missouri side. improving efficiency of the The DDI moves traffic to the left side interchange. of the road between the interchange • A reduction in the total number Free-ow left turns allow for a two-phase ramps. Drivers approaching the of conflict points inherent to a trac signal. interchange can either turn right traditional diamond interchange, onto I-35 or proceed through the thus improving safety. crossover intersections to the left side • A shortened overall traffic signal of the road. At the next intersection, length, reducing delays and drivers make a ‘free-flowing’ left turn improving safety and efficiency. Trac crosses over at the intersections. onto I-35 without waiting for a green • Construction cost and time turn signal, or continue through the are shortened by reducing the intersection and cross back to the width of the bridge needed to 35 right side of the road to continue on accommodate left turns. 95th Street. If you have questions about the Johnson County Gateway Project, please contact the project office at Questions? www.jocogateway.com ● [email protected] ● 913-577-0000 913-577-0000 [email protected] KDOT Project #435-46 KA 1002-06 1 4 Legend Work Zone no through traffic Construction Phasing February - August 2016* In February 2016, the 95th Street and I-35 Interchange and nearby local roads will be closed for approximately six months. All businesses will still have access, it just may be shifted during construction. Local access maintained via staged There will be additional changes to the schedule and specific closure locations construction no through traffic closer to the start of construction. We will keep you informed of changes to closures as the date becomes closer. February - May 2016* If you have questions or need directional signage to your business, please contact Steve Schooley at 913-477-7662 and [email protected] No through traffic February - April 2016*. Local access available with minimal construction remaining May - August 2016* Bridge * Weather permitting Construction Phasing 2 3.
Recommended publications
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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 .........................................................................................................
    [Show full text]
  • 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
    [Show full text]
  • 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 .
    [Show full text]
  • 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,
    [Show full text]
  • Fact Sheet Diverging Diamond Interchange (Ddi)
    FACT SHEET NEPA and Preliminary Design Project DIVERGING DIAMOND INTERCHANGE (DDI) Following additional screening and analysis of interchange configuration alternatives in late 2016, and public review in early 2017, the Colorado Department of Transportation (CDOT) identified a Diverging Diamond Interchange as the Preferred Alternative for reconstruction of the interchange at I-70 and Kipling Street. What is a DDI? A DDI crosses traffic to the left side of the road across a grade- I-70 travels separated interchange (in this case, under I-70) and allows over Kipling vehicles to have direct access to freeway ramps without having Street to wait at a traffic signal. Vehicles cross to the opposite side of the road at a traffic signal. Left turns at the interchange do not cross oncoming traffic, which results in fewer crashes because there are fewer potential conflict points. Crashes that do occur are likely to not be as damaging as the T-bone crash that can occur with left turns at typical intersections. A DDI configuration is able to move high volumes of traffic through an interchange without increasing the number of lanes and traffic signals. Where have DDIs been implemented? There are over 100 DDIs currently operating throughout the country, with three present in Colorado: US 36 and McCaslin Boulevard in Louisville I-25 and Fillmore Street in Colorado Springs I-70 and US 6/50 in Grand Junction Anticipated Benefits of a DDI How would I use a DDI at I-70/Kipling? at I-70/Kipling Although DDIs can seem unclear and unusual in an aerial view, traveling through them is usually a pleasant surprise.
    [Show full text]
  • Maintenance of Traffic for Innovative Geometric Design Work Zones
    Maintenance of Traffic for Innovative Geometric Design Work Zones Final Report December 2015 Sponsored by Smart Work Zone Deployment Initiative Federal Highway Administration (TPF-5(081)) About SWZDI Iowa, Kansas, Missouri, and Nebraska created the Midwest States Smart Work Zone Deployment Initiative (SWZDI) in 1999 and Wisconsin joined in 2001. Through this pooled-fund study, researchers investigate better ways of controlling traffic through work zones. Their goal is to improve the safety and efficiency of traffic operations and highway work. ISU Non-Discrimination Statement Iowa State University does not discriminate on the basis of race, color, age, ethnicity, religion, national origin, pregnancy, sexual orientation, gender identity, genetic information, sex, marital status, disability, or status as a U.S. veteran. Inquiries regarding non-discrimination policies may be directed to Office of Equal Opportunity, Title IX/ADA Coordinator, and Affirmative Action Officer, 3350 Beardshear Hall, Ames, Iowa 50011, 515-294-7612, email [email protected]. Notice The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. The opinions, findings and conclusions expressed in this publication are those of the authors and not necessarily those of the sponsors. This document is disseminated under the sponsorship of the U.S. DOT in the interest of information exchange. The sponsors assume no liability for the contents or use of the information contained in this document. This report does not constitute a standard, specification, or regulation. The sponsors do 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.
    [Show full text]
  • Comparison of Single Point Urban Interchange and Diverging
    COMPARISON OF SINGLE POINT URBAN INTERCHANGE AND DIVERGING DIAMOND INTERCHANGE THROUGH SIMULATION Thesis Submitted to The School of Engineering of the UNIVERSITY OF DAYTON In Partial Fulfillment of the Requirements for The Degree of Master of Science in Civil Engineering By Rawan Ramadhan Dayton, Ohio May 2019 COMPARISON OF SINGLE POINT URBAN INTERCHANGE AND DIVERGING DIAMOND INTERCHANGE THROUGH SIMULATION Name: Ramadhan, Rawan APPROVED BY: _____________________________ ____________________________ Deogratias Eustace, Ph.D., P.E., PTOE Philip Appiah-Kubi, Ph.D. Advisory Committee Chairperson, Committee Member, Associate Professor, Associate Professor, Department of Civil and Environmental Department of Engineering Engineering and Engineering Mechanics Management, Systems, and Technology _____________________________ Paul Goodhue, P.E., PTOE Committee Member, Traffic Key Services Leader, LJB, Inc. _____________________________ _____________________________ Robert J. Wilkens, Ph.D., P.E. Eddy M. Rojas, Ph.D., M.A., P.E. Associate Dean for Research & Innovation Dean, School of Engineering Professor School of Engineering ii © Copyright by Rawan Ramadhan All rights reserved 2019 iii ABSTRACT COMPARISON OF SINGLE POINT URBAN INTERCHANGE AND DIVERGING DIAMOND INTERCHANGE THROUGH SIMULATION Name: Ramadhan, Rawan University of Dayton Advisor: Dr. Deogratias, Eustace In 1960, there were 74,431,800 vehicles registered in the United States. Looking at the most recent data currently available shows that in 2016 there were 268,799,083 registered vehicles in the United States. Roadway facilities constructed in the 1960s were not designed to handle vehicular traffic of these proportions. The ever increasing volumes of motor vehicle traffic at heavily traveled interchanges and intersections heighten the risk of single or multiple vehicle crashes particularly when they are not designed to manage high volumes.
    [Show full text]
  • High-Occupancy Vehicle Project Case Studies History and Institutional December 1990 Arrangements
    TECHNICAL REPORT STANDARD TITLE PAGE 1. Report No. 3. Recipienl't CaWog No. UMTA/TX-89/1-925-3 S. Report Date High-Occupancy Vehicle Project Case Studies History and Institutional December 1990 Arrangements 1. AUl.bm(•) &. Pezforming Orpniwio11 Report No. Katherine F. Turnbull Technical Report 925-3 9. Performill& Orpniwioa Name ud Addnm 10. Wodt UAil No. Texas Transportation Institute Texas A&M University System 11. Conlract or Gnat No. College Station, Texas 77843-3135 Study No. 2·11-89/1-925 13. 1yPe of Report and Period Covered Texas Department of Transportation P.O. Box 5051 . Austin. Texas 78763 15. Supplememary Noces Research performed in cooperation with DOT, UMTA. Technical Study Title: An Assessment of Freeway High-Occupancy Vehicle Projects 16. Abstncl This report presents an analysis of the history and institutional arrangements associated with high-occupancy vehicle (HOV) projects in Houston, Texas; Minnea~lis - St. Paul, Minnesota; Orange County, California; Pittsburgh, Pennsylvania; Seattle, Washington; and Washington, D.C./Northern Virginia. The report provides a summary of the elements common to the different projects, and a detailed description of the background and institutional arrangements associated with each of the case studies. The analysis includes an examination of the reasons behind the development of the projects, the background and history of the facilities, a discussion of the relevant issues associated with the HOV projects, and roles and responsibilities of the different agencies and organizations involved in the process. The analysis was conducted to identify common elements and unique characteristics leading to the implementation and operation of the HOV facilities.
    [Show full text]
  • Florida Department of Transportation
    FLORIDA DEPARTMENT OF TRANSPORTATION - DISTRICT FOUR 95 EXPRESS LANES PHASE 3B-2 PROJECT I-95 from south of Glades Road to Linton Boulevard and SR 808/Glades Road from NW 22nd Way to West University Drive, Palm Beach County, Florida Financial Project ID Numbers: 433109-5-52-01, 02/412420-4-52-01 & 435384-1-52-01 FDOT District 4 Website: www.d4fdot.com I-95 NORTHBOUND AT YAMATO ROAD TO UNDERGO FULL NIGHTLY CLOSURE MAY 2, 4 & 5 I-95 northbound lanes at Yamato Road will be closed to traffic overnight Sunday, May 2, Tuesday, May 4 and Wednesday, May 5 so that crews can safely demolish the existing Clint Moore Road bridge over I-95 northbound. The first lane will close at 9 p.m., the second lane will close at 9:30 p.m., and all lanes will be closed by 10 p.m., reopening by 5:30 a.m. each morning. Traffic will be detoured via the- I 95 northbound exit ramp to Yamato Road, Congress Avenue, Peninsula Corp. Drive and the I-95/Congress Avenue interchange. The I-95 northbound entrance ramps from Yamato Road and Spanish River Boulevard will also be closed to traffic during this time. FHP will be on site to assist motorists. 95 Express Lanes Phase 3B-2 will extend the existing Express Lanes north from just south of Glades Road to south of Linton Boulevard in Palm Beach County. One lane will be added and the High Occupancy Vehicle (HOV) lane will be converted to create two Express Lanes in each direction; the number of General Use lanes will remain the same.
    [Show full text]