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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. -
I-75/Laplaisance Road Interchange Reconstruction Presentation
I-75 / LAPLAISANCE ROAD INTERCHANGE RECONSTRUCTION PROJECT OVERVIEW END construction limits along PROJECT LIMITS LaPlaisance Road Limited ROW Albain Ramp E City of Monroe Road Davis Ramp C Drain Monroe Township Fire Station No. 2 LaPlaisance Creek Limited Monroe Charter Township extends through ROW the project limits Ramp D Monroe Links of Lake Boat Club Erie Golf Course adjacent to Ramp B project limits Harbor Marine Trout’s Yacht Ramp A Basin Lake Erie BEGIN construction limits along LaPlaisance Road PROJECT DETAILS Interchange study completed to determine best alternative for design and construction Structure study approval from Federal Highway Reconstruction of LaPlaisance bridge over I-75 Reconstruction of LaPlaisance Road interchange Reconstruction of LaPlaisance Road Reconfiguration of interchange PROJECT TIMELINE Project Letting March 5, 2021 Spring 2021 to Spring 2022 Construction! Bridge and • LaPlaisance Rd bridge over I-75 and LaPlaisance Road pavement constructed in 1955 condition • LaPlaisance Rd interchange ramps reconstructed in 1974 • 25-year (2045) traffic projections Interchange • Reconfiguration of interchange Modernization • Shorter bridge to reduce upfront and future maintenance costs PROJECT NEED SPECIFIC PROJECT INFORMATION (INTERCHANGE RECONFIGURATION) LaPlaisance Road over I-75 (existing condition) Bridge currently closed to traffic Requires replacement due to current condition Existing 14 ft-3 inch (SB) minimum posted underclearance LaPlaisance Road and Ramps The existing interchange operates at an -
TOLL ROAD SIGNS Section 2F.01 Scope Support: 01 Toll Highways Are Typically Limited-Access Freeway Or Expressway Facilities
2009 Edition Page 237 CHAPTER 2F. TOLL ROAD SIGNS Section 2F.01 Scope Support: 01 Toll highways are typically limited-access freeway or expressway facilities. A portion of or an entire route might be a toll highway, or a bridge, tunnel, or other crossing point might be the only toll portion of a highway. A toll highway might be a conventional road. The general signing requirements for toll roads will depend on the type of facility and access (freeway, expressway, or conventional road). The provisions of Chapters 2D and 2E will generally apply for guide signs along the toll facility that direct road users within and off the facility where exit points and geometric configurations are not dependent specifically on the collection of tolls. The aspect of tolling and the presence of toll plazas or collection points necessitate additional considerations in the typical signing needs. The notification of the collection of tolls in advance of and at entry points to the toll highway also necessitate additional modifications to the typical signing. 02 The scope of this Section applies to a route or facility on which all lanes are tolled. Chapter 2G contains provisions for the signing of managed lanes within an otherwise non-toll facility that employ tolling or pricing as an operational strategy to manage congestion levels. Standard: 03 Except where specifically provided in this Chapter, the provisions of other Chapters in Part 2 shall apply to toll roads. Section 2F.02 Sizes of Toll Road Signs Standard: 01 Except as provided in Section 2A.11, the sizes of toll road signs that have standardized designs shall be as shown in Table 2F-1. -
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. -
A Guide for HOT Lane Development FHWA
U.S. Department of Transportation Federal Highway Administration A Guide for HOT LANE DEVELOPMENT A Guide for HOT LANE DEVELOPMENT BY WITH IN PARTNERSHIP WITH U.S. Department of Transportation Federal Highway Administration PRINCIPAL AUTHORS Benjamin G. Perez, AICP PB CONSULT Gian-Claudia Sciara, AICP PARSONS BRINCKERHOFF WITH CONTRIBUTIONS FROM T. Brent Baker Stephanie MacLachlin PB CONSULT PB CONSULT Kiran Bhatt Carol C. Martsolf KT ANALYTICS PARSONS BRINCKERHOFF James S. Bourgart Hameed Merchant PARSONS BRINCKERHOFF HOUSTON METRO James R. Brown John Muscatell PARSONS BRINCKERHOFF COLORADO DEPARTMENT OF TRANSPORTATION Ginger Daniels John O’Laughlin TEXAS TRANSPORTATION INSTITUTE PARSONS BRINCKERHOFF Heather Dugan Bruce Podwal COLORADO DEPARTMENT OF TRANSPORTATION PARSONS BRINCKERHOFF Charles Fuhs Robert Poole PARSONS BRINCKERHOFF REASON PUBLIC POLICY INSTITUTE Ira J. Hirschman David Pope PB CONSULT PARSONS BRINCKERHOFF David Kaplan Al Schaufler SAN DIEGO ASSOCIATION OF GOVERNMENTS PARSONS BRINCKERHOFF Hal Kassoff Peter Samuel PARSONS BRINCKERHOFF TOLL ROADS NEWSLETTER Kim Kawada William Stockton SAN DIEGO ASSOCIATION OF GOVERNMENTS TEXAS TRANSPORTATION INSTITUTE Tim Kelly Myron Swisher HOUSTON METRO COLORADO DEPARTMENT OF TRANSPORTATION Stephen Lockwood Sally Wegmann PB CONSULT TEXAS DEPARTMENT OF TRANSPORTATION Chapter 1 Hot Lane Concept And Rationale........................................................................2 1.1 HOT lanes Defined .................................................................................................2 -
South Bay Expressway (Sr 125 Toll Road) Fact Sheet
Transportation SOUTH BAY EXPRESSWAY (SR 125 TOLL ROAD) FACT SHEET The Project Lower Tolls Opened in 2007, South Bay Expressway (SBX) In December 2011, after a thorough due toll road is a ten-mile stretch of State Route diligence process and public review, SANDAG 125 (SR 125) that runs from Otay Mesa Road completed the acquisition of the lease to near State Route 905 to SR 54. The highway operate the toll road. To improve mobility provides quick and convenient travel choices in the South Bay, SANDAG implemented a between eastern Chula Vista, Downtown San business plan that reduced tolls by as much Customer Service Center Hours of Operation Diego, East County, Sorrento Valley, Interstate as 40 percent on June 30, 2012. Phone: Monday – Friday 8, State Route 94, Otay Mesa, and Mexico. Tolls now range from 50 cents to $2.75 for 8 a.m. – 5 p.m. On- and off-ramps are available at Birch Road, Walk-In: Monday – Friday FasTrak users and from $2 to $3.50 for cash/ 8 a.m. – 6 p.m. Olympic Parkway, Otay Lakes Road, East H credit card users. Previously, tolls were 85 (619) 661-7070 Street, and San Miguel Ranch Road. 1129 La Media Road cents to $3.85 for FasTrak users and $2.50 San Diego, CA 92154 Travelers who use South Bay Expressway have to $4 for cash/credit card users. FasTrak account several payment options. FasTrak customers management is available Also effective June 30, 2012, the minimum online at SBXthe125.com do not need to stop at toll booths; tolls monthly toll usage requirement was lowered are automatically deducted from a prepaid from $7 to $4.50 for FasTrak customers with account using a transponder mounted one transponder ($3.50 per FasTrak account inside the vehicle. -
High Occupancy Toll Lanes in the Houston Area DESCRIPTION
High Occupancy Toll Lanes in the Houston Area DESCRIPTION Communities in the United States use high occupancy toll (HOT) lanes as a way to maximize the capacity of existing high occupancy vehicle (HOV) lanes. The attached paper describes the concepts and benefits of HOT lanes. ISSUES The Metropolitan Transit Authority of Harris County (METRO) has approached the department with a request to operate HOT lanes on portions of five existing HOV lanes in the Houston/Harris County area. REFERENCES See attached description and background information. DESIRED ACTIONS The Commission will be asked to act on a proposed Minute Order authorizing the operation of HOT lanes on approximately 83 miles of existing HOV lanes in Harris County at the January 27th meeting. OTHER None. High Occupancy Toll Lanes in the Houston Area Under agreement with the department, the Metropolitan Transit Authority of Harris County (METRO) currently operates six high occupancy vehicle (HOV) lanes in the Houston area. These traditional HOV lanes expand the ability of these highways to move more people through the corridor by providing dedicated lanes to carpools, vanpools, and transit vehicles. Currently, the HOV lanes in Houston require a minimum of two or three passengers1 before a vehicle is eligible to use the lane. METRO has approached the department with a request that METRO be allowed to begin operating five of the HOV facilities as high occupancy toll (HOT) lanes: I-45 North Freeway: From downtown Houston to north of FM 1960 (19.9 miles); I-45 Gulf Freeway: From downtown Houston to Dixie Farm Road (15.5 miles); US 59 Eastex Freeway: From downtown Houston to Loop 494 (20.2 miles); US 59 Southwest Freeway: From downtown Houston to West Airport Boulevard (14.3 miles); and US 290 Northwest Freeway: From Northwest Transit Center to south of FM 1960 (13.5 miles). -
Rules of Harris County, Texas
RULES OF HARRIS COUNTY, INCLUDING THE HARRIS COUNTY TOLL ROAD AUTHORITY, A DIVISION OF HARRIS COUNTY, AND THE HARRIS COUNTY FLOOD CONTROL DISTRICT FOR THE CONSTRUCTION OF FACILITIES WITHIN HARRIS COUNTY AND THE HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS-OF-WAY JOHN R. BLOUNT, P.E. HARRIS COUNTY ENGINEER GARY K. TRIETSCH, P.E. HCTRA EXECUTIVE DIRECTOR RUSSELL A. POPPE, P.E. EXECUTIVE DIRECTOR - FLOOD CONTROL DISTRICT Formatted: Normal, Left, Border: Top: (No border), Bottom: (No border), Left: (No border), Right: (No border) Formatted: Font: (Default) Courier New, Not Bold, Not Expanded by / Condensed by 1 AS AMENDED: EFFECTIVE: 2 I N D E X SECTION 1 AUTHORITY SECTION 2 JURISDICTION SECTION 3 PURPOSE SECTION 4 CONSTRUCTION OF RULES SECTION 5 DEFINITIONS SECTION 6 RIGHT-OF-ENTRY TO COUNTY OR HCFCD ROW SECTION 7 CONSTRUCTION DRAWING SUBMITTALS SECTION 8 TRAFFIC CONTROL SECTION 9 SEALING OF CONSTRUCTION DRAWINGS SECTION 10 CERTIFICATES, FEES AND BONDS SECTION 11 EMERGENCY REPAIRS SECTION 12 INTERFERENCE WITH USE OF THE ROW SECTION 13 TRENCHING SECTION 14 USE OF THE ROADWAY SECTION 15 NOTIFICATION PRIOR TO WORK SECTION 16 UTILITIES SECTION 17 UTILITY POLES SECTION 18 PERMANENT UTILITIES SECTION 19 HIGH PRESSURE PIPELINES SECTION 20 EXCAVATION AND BACKFILL SECTION 21 PAVING SECTION 22 MONUMENTS SECTION 23 SOIL BORING AND MONITORING WELL REQUIREMENTS SECTION 24 DAMAGE TO HARRIS COUNTY OR HCFCD ROW SECTION 25 VEGETATION MANAGEMENT SECTION 26 LIABILITY SECTION 27 VARIANCES SECTION 28 CONSTRUCTION PER DRAWINGS SECTION 29 INSPECTIONS SECTION 30 -
Managed Lanes and Ramp Metering Manual Managed Lanes and Ramp Metering Manual
Managed Lanes and Ramp Metering Manual Managed Lanes and Ramp Metering Manual Part 2: Im Part 2: Impplleemmeennttaattiioonn PPllaann PPrreeppaarreedd fffoorr::: NNeevvaaddaa DDeeppaarrttmmeenntt ooff TTrraannssppoorrttaattiioonn DDeecceemmbbeerr 22001133 Jacobs Engineering Group Inc. 319 E. Warm Springs Road, Suite 200 Las Vegas, NV 89119 TEL: 702.938.5400 FAX: 702.938.5454 Table of Contents 1.0. MANAGED LANES ...................................................................................................... 1-1 1.1. Prerequisite Conditions ............................................................................................. 1-1 1.2. Operational Options for Managed Lanes ............................................................. 1-2 1.2.1. Concurrent-Flow Lanes ..................................................................................... 1-2 1.2.1.1. Limited Access versus Continuous Access ................................................. 1-3 1.2.2. Reversible-Flow Lanes ....................................................................................... 1-5 1.2.3. Contraflow Lanes .............................................................................................. 1-6 1.3. Queue Bypass Lanes ................................................................................................. 1-7 1.4. Access Options (At-Grade versus Direct-Access Ramps) ................................... 1-8 1.4.1. At-Grade Access .............................................................................................. -
Detail of Toll Plazas at Lahore Ring Road
DETAIL OF TOLL PLAZAS AT LAHORE RING ROAD Location Sr. No. Name of Toll Plaza Name of Interchanges / Underpasses / Cuts 1 1 Gulshan Ravi Main Toll Plaza Main Carriage Way 2 2 Saggian (Alpha) Saggian Interchange 3 3 Saggian (Bravo) 4 4 Sabzi Mandi (Bravo) Niazi Shaheed Interchange 5 5 Main Toll Plaza (Bravo) 6 6 Amir Cut (Alpha) Cut on main Carriage Way 7 7 Amir Cut (Bravo) 8 8 Karol (Alpha) Karol Under Pass 9 9 Karol (Bravo) 10 10 Mehmood Booti (Alpha) TrafficCircleShaheedNiazi Mehmood Booti Interchange 11 11 Mehmood Booti (Bravo) 12 1 Shareef Pura (Alpha) Shareef Pura/Bhini Road Under Pass 13 2 Shareef Pura (Bravo) 14 3 Quaid-e-Azam (Alpha) Quaid-e-Azam Interchange 15 4 Quaid-e-Azam (Bravo) 16 5 Harbanspura (Alpha) Herbanspura Interchange 17 6 Harbanspura (Bravo) 18 7 A-Gul (Alpha) NORTHERN LOOP 19 8 A-Gul (Bravo) Abdullah Gull Interchange 20 9 Chungi Daghaij 21 10 Air Port (Alpha) 22 11 Air Port (Bravo) Cut on main Carriage Way 23 12 Sajpal (Bravo) 24 13 Ghazi (Alpha) TrafficCircleAbdullah Gull 25 14 Ghazi Phase 8 (Alpha) Ghazi Interchange 26 15 Ghazi (Bravo) 27 16 Nawaz Sharif (Alpha) 28 17 Badian (Bravo) Nawaz Shareef Interchange 29 18 Phase 6 (Bravo) 30 1 Kamahan (Alpha) Kamahan Interchange 31 2 Kamahan (Bravo) 32 3 Masjid Aysha (Alpha) On main Carriage Way 33 4 Camp Office Kamahan (Bravo) 34 5 Ashiana (Alpha) Ashiana Interchange 35 6 Ashiana (Bravo) 36 7 Gaju Matta 1 (Alpha) Traffic Circle Kamahan Gajju Matta Interchange 37 8 Gaju Matta 1 (Bravo) 38 1 Kahna Kacha (Alpha) Kahna Kacha Interchange 39 2 Kahna Kacha (Bravo) 40 3 Haluki (Alpha) SOUTHERN LOOP Haluki Interchange 41 4 Haluki (Bravo) 42 5 Lake City (Alpha) Lake City Interchange 43 6 Lake City (Bravo) Traffic Circle Adda Plot 44 7 Adda Plot (Alpha) Adda Plot Interchange. -
Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation
Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation BDK85 977-21 Final Report December 2011 i Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation BDK85 977-21 Final Report Prepared for: Florida Department of Transportation Research Center 605 Suwannee Street, MS 30 Tallahassee, FL 32399-0450 Project Manager: Amy Datz Prepared by: Victoria A. Perk Joseph S. DeSalvo, Ph.D. Tara A. Rodrigues Nina M. Verzosa Steven C. Bovino Center for Urban Transportation Research University of South Florida 4202 E. Fowler Avenue, CUT-100 Tampa, FL 33620-5375 December 2011 i DRAFT October 2011 ii DISCLAIMER The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the State of Florida Department of Transportation. iii iv Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date Improving Value of Travel Time Savings Estimation for More December 2011 Effective Transportation Project Evaluation 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Victoria A. Perk, Joseph S. DeSalvo, Tara A. Rodrigues, Nina M. Verzosa, Steven C. Bovino 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Urban Transportation Research University of South Florida 4202 E. Fowler Avenue, CUT-100 11. Contract or Grant No. Tampa, FL 33620 BDK85 977-21 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Florida Department of Transportation Final Report Research Center March 2010 – December 2011 605 Suwannee Street, MS 30 14. -
The Impact of Coronavirus on U.S. Toll Roads I. Introduction II. Data And
The Impact of Coronavirus on U.S. Toll Roads I. Introduction The COVID-19 pandemic has significantly altered the ways people work and travel. This is partly in response to state governments’ restrictions to reduce the spread of the virus. In fall 2020, a domestic capstone team of four Master of Public Administration (M.P.A.) fellows at Cornell Institute for Public Affairs, working in consultation with Fitch Ratings, researched the impact of the pandemic on the use of toll roads in the U.S. We organized the study as follows: Section II examines data and research approaches, Section III presents the results, and Section IV includes observations. II. Data and Methodology We were interested in three questions: ● Did the pandemic impact the usage of all public roads and toll roads differently in states that had varying levels of pandemic-related travel restrictions? ● Did the pandemic similarly impact the use of toll roads by passenger vehicles and commercial vehicles? ● Did the pandemic impact the average length of trips on toll roads? We attempted to answer these questions using statewide monthly vehicle miles traveled (VMT) data collected by the U.S. Department of Transportation and monthly toll transaction data collected by toll road operators. We compared 2020 data with 2019 data (with 2019 being our baseline year). Our study included five U.S. states; California, Florida, New Jersey, Pennsylvania, and Texas. We selected these states because they imposed varying levels of travel restrictions, with California and New Jersey implementing the more restrictive policies, Florida and Texas with less restrictive policies, and Pennsylvania implementing moderate policies.